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Permit 4093 - NC Machinery
Job Address 17035 West Valley Highway T n nt /Qwner NU n Date of Issuance 61 „Wp _ Description of Work New Office Legal Description j Attached a5 ?30U 40 &H10- 0 Property Owner NC Machinery Co. Address PO Box 3562 S t P WA 98124 Phone 583 -8700 Engineer /Architect Olson Walker Address 1b07 We Seattle, WA 98101 Phone 624 -5670 Contractor . IAi 1 1 )101 X�Ct 4 � vv.. Address a � IDR Phone Lit-1 Value of Work A �ed Authorized !!l horized Agent License N` o. ' e gh(r,5L HAM Fire Protection lri Sprinklers CO Detectors Use Zone M -1 T of Construction V -N -A�e -B Issued By: INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Amt. Date Rec. 0 Rebar 13,900 Office 13,900 Footing 139 P.C. Fdtn. 8 -19, Q-a 9888 669; 2nd Fl. Slab Office 13,300 B -2 Frame 133 Bldg. /I/ I, L ---1_ ( ` } , Demo. .. w"`° Wall Bd. 17<t :. I` . > -'` Bond q (.*oa Sir rg 18.5C Total 27.200 Dept. Approvals Req'd Insp. Date Planning 'Div. '-1789.5C Health Dept. Public Works Dept. Plumbing Electrical ert. o ccupancy Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 0 1st Fl. 13,900 Office 13,900 B -2 139 P.C. 1880.00, 2893.00 8 -19, Q-a 9888 669; 2nd Fl. 13,300 Office 13,300 B -2 133 Bldg. /I/ I, L ---1_ ( ` } , Demo. .. w"`° '"- 17<t :. I` . > -'` Bond q (.*oa Sir rg 18.5C Total 27.200 _ Tot. 27,200 B -2 Tot. 272 _Total '-1789.5C Special Conditions /I/ I, L ---1_ ( ` } , Approved for Issuance By .. w"`° '"- 17<t :. I` . > -'` t 1§1,AILDIN CIT � O PERMIT CITY THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signatu f Contractor or Authorized Agent Date . •o `0 FINAL A•PROVALS: PERMIT NUMBER X1093 Control Number 85 -050 Fire Dept. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I o . '..ress 17025 West Valley Hi:ihway enant owner NC, Mac Unary Insp. Date of Issuance , Description of Work Nvw Office Legal Description EDAttached Property , HC Machinery Co. Rec. 4 Address PO Box 3662 c,aattlo wA q!7 12A 13,900 Phone Fim n7on Engineer /Architect Olson Walker Footing Address 1bU/ 'Western Seattle, WA 9'6101 P.C. Phone 624 Contractor I`1wl,6. { %ili ! f ,11/,(.11l 1. Address L , loi t -fd "� r l�f / 11",` i.��`��1') 1 Phone �_� ( 1� 1 Value of Work ); t1co) ri:,!D Authorized Agent 9 13.300 License oN . , ' - `, ( i i)(I0;�t ;,'- I i1pl) Fire Protection Q Sprinklers ED Detectors Use Zone f7 - 1 Type of Construction V - i'i App1.....Accepted -.By Issued by: / . 1 ,..< INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Amt. Date Rec. 4 Rebar 13,900 Office 1.3,900 Footing 1 P.C. 1,;,(1 - ii Fdtn. t 0 2nd Fl. 13,',.',00 Slab 13.300 b -2 4 1:) :i Frame ,f• , n. :7 :I /r, rq .r..' Demo. Bond Wall Bd. (, 1 ; wo (1 •.,lt ,')1iv .:,) Total ;' ?(O Tot. 27 200 B -2 Tot. 2'76. Total Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical ert. of Occupancy Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 4 1st Fl 13,900 Office 1.3,900 B -e.. 1 P.C. 1,;,(1 - ii _1q t 0 2nd Fl. 13,',.',00 Orrice 13.300 b -2 4 1:) :i Bldg. ,f• , n. :7 :I /r, rq .r..' Demo. Bond (, 1 ; wo (1 •.,lt ,')1iv .:,) Total ;' ?(O Tot. 27 200 B -2 Tot. 2'76. Total 7,t) . tit B ILDI THIS ERMIT MUST BE PERMIT CITY OF TUKWILA STED CONSPICUOUSLY ON BUILDING t PERMIT NUMBER ( /() f:/ =`'7 Control Number AF,..05r, Special Conditions Approved for Issuance `6rr NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 121/;,, Signature of, Contractor or Authorized Agent. Date 'f',,, Ki .A FINAL APPROVALS: Fire Dept.. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I INSPECTION REQUEST - Perini t Tenant )l -Petit Address : / 7? S Date Wanted: 7- / Contr. or Owner Type of Inspection /l Taken. By • lig Date Time le) ))67 Tenant fitdek ;1 -y Time Req. By -7//0‘ Ta ken By /1=-64,ha 0 0:e% INSPECTION REQUEST Permit 41 V0 993 Date 2/05 Address: 0 //y ,spy. Date Wanted: ,.27..57eg Contr. or Owner Type of Inspection , Req. By p} y,' Pt: J/ U} M77MItkMWX. tiMtrtYRt4`. fWMYiCr. T. AYvtrzJSquNN: hen4WVUS. esw. r. w. + m. w>.+ n.. �. �. d .....r4aw,t�.wsin7M:i9SdXi6::.t .': 1� Lt 1 �a p.m. ' , IMPORTANT' ,MES , AGE FOR ''DATE, I - .;- G TIME 1 a: LI I P M, WHILE YOU WERE OUT OF 1 70a5 . W. 0 calg, PHONE NO TELEPHONED !/PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH MESSAGE RETURNED YOUR CALL W ' -' - it � h� (� -r 1 4o CA.-c� '' _ • n .: , n SIGNED (1 a-77) ASSOCIATED L142331 M141t0 4 Y��. V Tenant /1 (4 4 . Time Permit W. Address: Date Wanted: /Z , •.m• Contr. or Owner r4 t !; Type of Inspection e.61-eqF)Ks. NO r Taken By 2293 INSPECTION REQUEST Date Om 5 a) V,J Req. By WHILE YOU WERE OUT thiWar - As CALLED TO SEE YO ASSOCIATED L42334 • C INSPECTION REQUEST Date Wanted: / / /7/e5 a.m. p, m. Contr. or Owner Type of Inspection ,,g5 4 Permit ,1/493 Date Tenant z e. * . Time Address: Taken By Req. By , n B Peri,i t #A'95 Date Tenant0e ,, Time Address: Date Wanted: ///.'/f3 Contr. or Owner Type of Inspection 1:44 Taken Taken By A cant - ess: Wanted: .r or Owner E of Inspection, Req. By INSPECTION REQUEST Req. By PRiSSd�Yf INSPECTION REQUEST fft a .m. p.m. Taken By P e rini t # '54093 Address: INSPECTION REQUEST Perini t # .'093 Date Tenant Time Address: Date Wanted: //idr•5 a.m. p.m. Contr. or Owner Type of Inspection 1 l „4 ,,E Req. By . ...,a.v, .,�.... Tenant Time Date Wanted: /o —a, Contr. or Owner Type of Inspection Taken By INSPECTION REQUEST Req. By Date a .m. p m. Permit Date Tenant Address: Date Wanted: / 104g33/?5 a.m. p.m. Contr. or Owner Type of Inspecti on ,a 4 7 L9 INSPECTION REQUEST Taken By Tenant Taken By Req. By INSPECTION REQUEST Permit #. 6,09 3 Date Address: Date Wanted: / /'4 Contr. or Owner Type of Inspection a.m. P.m Req. By INSPECTION REQf T Permit # '1-093 Date / Tenant mcolach . Time j:30 Address: /70as (1U.- (LUL Date Wanted: iriliS a.m. p.m. Contr. or Owner Type of Inspection I))cW 9) W Q d , Req. By Taken By . 44.9 e/z First Avenue South Seattle, Washington 98134 622.1121 We are large enough to accommodate yet small enough to appreciate • , *.i41-4r rce4Vic; • . • • • *), , . 747 • . ■ 07 4-r 4: e - CONSTRUCTION & INDUSTRIAL SUPPLIES CITY OF TUKWILA Central Permit System TO: CI Building El Planning Project Name 4/6 Address 1 - 26 '35 7,0 (20 Type of Permit(s) Authorized Signature FINAL APPROVAL FORM Z Public-Works El Fire Dept. Cbntrol No. ?5 050 Permit No. I f l OM CI Police C7 Parks/Recreation This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following correctiOrii are neeei;ar 0.4i 0 ‘A;.471 L/10_41 (7,*) kie 9 tu 1/1---o/ ) (/(y.L./.07.. and, ..*.i.d i to(Lt/6 „. a h jot efLe.twiewt, 1)(4.1./r, ,b_p_ti79• #."77 / a/941->er ( ) ( ) ( ) ( ) ( ) ( ) ( ) Date This project is approved by.this department: Authorized Signature ' Date CPS Form 3 TYPE OCCUPANCY, I/ . ‘--A/ TYPE DATE INSP. NOTES Grading (Bldg. 433 -1845) Setback (Bldg. 433 -1845) b� AO Rebar /Footing /Found. (Bldg. 433 -1845) 7 /9'. Or Slab (Bldg. 433 -1845) *I 0 Grout (Bldg. 433 -1845) Frame (Bldg. 433 -1845) Roofing (Bldg. 433 -1845) Insulation (Bldg. 433 -1845) Mechanical (Bldg. 433 -1845) Wall Board (Bldg. 433 -1845) S -G- 86 cs sr r/.,,1 Utilities i Water /Sewer /Drainage (Shops 433 -1860) Parking (Ping. 433 -1845) Landscape (Ping. 433 -1845) Street Use Permits (PWD 433 -1850) Fir (Fire 433 -1859) C qL0 "O ' r r �'_u: * 'a �n -43 -1845) I ��� .� D-OI P JOB ADDRESS WORK TO BE , DONE OWNER ;/j CONTRACTOR DATE ISSUED q - alp 1,,5 CITY OF TUKWILA BUILDING PERMIT ■NBPrCTION RECORD POST AT OR NEAR FRONT OF BUILDING PROTECT "ROM WEATHER City of Tukwila Bt lding Division 433 -1845 B.P. f X Control # g3 Date Issued 9 -124-S Inspector must sign all spaces pertaining to this job. SPECIAL CONDITIONS OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 PRCUECr:I Machinery; ADDRESS: 1702.5 W. Valley Highway, Tukwila SOIL COMPACTION INSPECTOR AND DATE INSPECTOR'S REMARKS C. Smith I took two (2) in -place density tests in the area of the electric trench. 5 -2 -86 One (1) at 1.42' in depth adjacent to north side of building. One (1) at .50 in depth adjacent to catch basin #5, where it cross's over. Both tests proved to be above the required percent compaction. The storm drain Contractor was not ready for a test as they did not get much done since yesterday, but will need testing Monday. FIELD DENSITY NO. 1 Site Location: Electric trench adjacent to north side of building. Soil Class & Lab. Density: Silty fine sand & Gravelly sand mix. 113.6 # /cu.ft. Elevation: -1.42' Wet Density: 125.2 # /cu.ft. Compaction Required: 95% Dry Density: 109.7 # /cu.ft. Moisture Content: 14% % Compaction: 96.5% FIELD DENSITY NO. 2 Site Location: Electric trench adjacent to catch basin #5. Soil Class & Lab. Density: Silty fine sand & Gravelly sand mix. 113.6 # /cu.ft. Elevation: -.50' Wet Density: 126.9 # /cu.ft. Compaction Required: 90% Dry Density: 111.6 # /cu.ft. Moisture Content: 13.8% % Compaction: 98.2% PERMIT NUMBER JOB NUMBER: 8 MAY 13 1986 CITY OF TUKWICA PLANNING DEPT. (206) 725 -4600 JOB NUMBER: 85-282 OTTO ROSENAU & ASS CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South PROJECT: N.C. Machinery DATE: 25 April 1986 I inspected placement of 6.5 Stoneway Sand & Gravel Concrete was placed via chute Batch weights per cubic yard: 1950 ## 7 /8 "agg, 5 oz.WRA Cast specimens # 24 ABC Cast specimens # Weather: overcast, rain. DATE CAST 4- 2.5 -86 4 -25 -86 4 -25 -86 cc :1 —Owner 1— Architect 1— Engineer at at 5 -2 -86 7 5 -23 -86 28 5 -23 -86 28 451 per 100# of cement. CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -28 -86 ?— Contractor 1 —Bldg. Dept. Batch Plant • Seattle, WA 98118 Tacoma (206) 752 -0107 CONCRETE REPORT REPORT NUMBER: 024 'CIATES, INC. PERMIT NUMBER: 4093 INSPECTOR: R. Bogle cubic yards of 5 sack, 3000 psi concrete from , in the following areas: slab —on —grade for dumpster and transform pads on line A at lines 3 and 6. and it was vibrated internally. Slump range 4 -41 Type I cement, # 0.50,z. AEA 3 cubic yards with a 4 " slump. cubic yards with a " slump. Concrete Temperature: COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN UTL. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 2.4 -A 29 #2 oz. 24 -B 29 #3 oz. 24 -c 29#4 oz. 102,000 154,000 157,000 1300 # sand, per 100# of,cement. 0 /L. STRENGTH LBS /SQ. IN. 3608 5448 5554 OTTO & ASSOCIATES, INC. OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L KING WAY SOUTH, SEATTLE, WA 98118 725.4600 PROJECT, N.C. Machinery INSPECTOR AND DATE PERMIT NUMBER: 4093 F. Rose 5 -6 -86 (continued) SOIL COMPACTION ADDRESS: 17025 W. Valley Highway, Tukwila JOB NUMBER: 85 INSPECTOR'S REMARKS FIELD DENSITY N0. 2 Site Location: 31' W. of catch basin 6. Soil Class & Lab. Density: Gravelly silty sand. 113.6 # /cu.ft. Elevation: subgrade Wet Density: 126.0 # /cu.ft. Compaction Required: 95% Dry Density: 112.1 # /cu.ft. Moisture Content: 12.4% % Compaction: 98.7% G. Sandberg Conducted Fie] Density test in grey silty sand used as backfill in utility 5 -20 -86 trench located at main entry area. Test was taken at elevation of subgrade minus 1'. A proctor sample and sieve sample were obtained; and results of Field Density test and sieve analysis will follow as soon as completed. Densi . test taken approximately 30' west of west edge, of West Valley Highway, and approximately center of trench. MOISTURE DENSITY RELATIONSHIP ASTM D 1557 Material: Grey gravelly silty sand Maximum Wet Density: 137.6 # /cu.ft. Maximum Dry Density: 125.8 # /cu.ft. Optimum Moisture Content: 9.3% SIEVE ANALYSIS - backfill Sieve Size Percent Passing Specifications 3" 100% 100% 1/4" 74.3 25 - 75 #200 4.9 5% Maximum FIELD DENSITY NO. 1 Site Location: 30' W. of West edge of W. Valley Rd., approximately center of utility trench. Soil Class & Lab. Density: Grey gravelly silty sand. 125.7 # /cu.ft. Elevation: subgrade Wet Density: 136.9 # /cu.ft. Compaction Required: 95% Dry Density: 125.7 # /cu.ft. Moisture Content: 8.9% % Compaction: 100% DATE CAST 3 -4 -86 3 -4 -86 3 -4 -86 cc :1 —Owner 1— Architect 1— Engineer OTTO CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725-4600 el. •I. R JSENAU & ASSO CIATES, INC. JOB NUMBER : -282 PROJECT.t' N C a;M ichiner DATE: 4 March 1986 I inspected placement of 111 Stoneway Concrete Concrete was placed via bucket Batch weights per cubic yard: 451 1950 # REPORT NUMBER: 022 #• , oz. per 100# of cement. Cast specimens # 22 ABC at 9 Cast specimens # at Weather: Partly cloudy, 49 °F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: DATE AGE IN BROKEN DAYS 3 -11 -86 7 4 -1 -86 28 4 -1 -86 28 2— Contractor 1 •Bldg. Dept. Batch Plant • Seattle, WA 98118 Tacoma (206) 752 -0107 CONCRETE REPORT INSPECTOR: M. Jeong cubic yards of 4.6 sack, 3000 psi concrete from , in the following areas: stair landing and edge beam for stair 8 -10. and it was vibrated internally. Slump range 3 -4 # Type I cement, 5 WRA cubic yards with a cubic yards with a Concrete Temperature: 3 -5 -86 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) SPECIMEN NUMBER WEIGHT 22 —A 22—B 22 —C 3 29 # oz. 29 #13 oz. 29 #14 oz. MINUTE APR 7 1986 C� 0 T UKWILA PLANNING DEPT. PERMIT UMBER: 4093 " slump. " slump. UTL. STRENGTH IN LBS 101,000 156,000 1 59,E 1490 # sand, per 100# of,cement. STRENGTH LBS /SO. IN. 3573 5518 5624 OTTO ROSENAU & ASSOCIATES, INC. Oak ,•44110atialsei DATE CAST 3 -7 -86 3 -7 -86 3 -7 -86 cc: 1 -Owner 1- Architect 1- Engineer t OTTO FOSENAU & ASS INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South (206) 725 -4600 JOB NUMBER: 85 -282 PROJECT: N.C. Machinery DATE: 7 March 1986 I inspected placement of 31 Stoneway Sand & Gravel Concrete was placed via bucket and it was vibrated Internally. Slump range 4 Batch weights per cubic yard: 451. # Type I cement, 1490 # sand, 1950 # # , # ; 5 oz. WRA per 100# of.cement. oz. per 100# of cement. Cast specimens # 23 ABC at 31/2 Cast specimens # at Weather: Cloudy, 55 ° F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: COMPRESSION. TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE BROKEN 3 -14 -86 4 -4 -86 4 -4 -86 2-Contractor 1 -Bldg. Dept. Batch Plant . Seattle, WA 98118 Tacoma (206) 752 -0107 CONCRETE REPORT REPORT NUMBER: 023 • INSPECTOR: M. Jeong cubic yards of 4.6 sack, 3000 psi concrete from , In the following areas: stair riser on stair B10 and landing on stair 1 & 2. cubic yards with a cubic yards with a Concrete Temperature: 3 -10 -86 4 AGE IN SPECIMEN DAYS NUMBER WEIGHT 7 28 28 23 -A 23 -B 23 -C 29 #7 oz. 29 #8 oz. 29 #10 oz. PERMIT NUMBER: 4093 " slump. " slump. UTL. STRENGTH IN LBS 88,000 129,000 132,000 STRENGTH LBS /SQ. IN. 31 13 4563 4669 ,OTTO ROSENAU & ASSOCIATES, INC. OW' NA 460M416016, . . AY/22 ; J r > -r » 0/ '.� OTTO ROSENAU & ASSOCIATES, INC. PROJE C.": F(t:,T,� T:, N•C ADDRESS: 17025 tv. Valley Highv..y, Tukwila ARCHITECT: ; 01 /Walker partners CONTRACTOR: Howard S. Wright Cons'_. Co. INSPECTOR AND DATE C. Smith 10-14-85 M. Jeong 10-17-85 .M. Jeong 10-18-85 J. Bucklin 10 -18 -85 M. Aquino 10 -23 -85 M. Jeong 10 -31 -85 CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 Seattle: (206) 725.4600 / Tacoma: (206) 752-0107 CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS PERMIT NUMBER: 4093 JOB NUMBER: 8J - ENGINEER: Hat ti /Fossatti INSPECTED AT: Job site Checked resteel for pile caps A1, A3, A6, A7, A8, and resteel for 10u wall foundation on line A minus 36 feet. Rested' was found to be as,per city approved plans & specifications. Concrete can • be placed in 'the abnve mentioned areas. Above men areas to be free of debris and loose material prior to placement of concrete. Inspected and approved t.Le resteel and forms in pile caps or. grid: Al thru A10, 81, 82, 83, c3.5, 04, C5, C6, D7, D8, D9, A.3 -1, A.3 -1.5, 8.5 -3.5 & cast in place wail fooLi.n : on line A minus 6 from grid 1, 36' long westerly of building line. in re :steel placing for cast in place wall footing r.:; line 13, c :gas;:. . ,d of bai.lding line. All placement adequate per approved plan. OK for ; of r . Re:.!.uel is grade GO, as specified, fro :. Cascade Mills. Inspected and approved the resteel and forms in pile caps on urid: A' -2, A' -7,• A' -7.6, and cast in place wall footing on line 13, east end of building line. Resteel is grade 60, as specified, fro:. Cascade Mills. Inspected and approved the resteel and forms in pile caps at D -12,. D.5- Resteel. is grade GO, as specified, from Cascade Mills. . Inspected and approved the resteel and, forms in pile caps north of line 10, between lines A & D. Steel was found to be clean & free of oil & placed as per City of Tukwila approved plans & specifications. Resteel is grade 60, as specified. STRUCTURAL STEEL SHOP FABRICATION, INSPECTED AT OLYMPIC IRON WORKS. Visited shop for fabrication inspection of welding performance including verification of welders' certification. Found that for both welders, Mr. Michael'Thovsen and Luis Rodnguez, certification was not available at this time:. They have completed tests on October. 22, 1985, and have not received their certification as yet. Instructed shop foreman to mail a copy of certification to our office without delay. Visually inspected partially completed embeds in Type 1B. All welds appear to be satisfactory per approved shop drawing. Welding conducted by Mr. Luis Rodnguez, whose certification was not available as yet. E -70 series electrodes. used. Note: Copies of WABO certification cards for Michael J. Thovsen and Luis R. Rodnguez arrived at our office 11 -7 -85. OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 CONSTRUCTION INSPECTION REPORT PERMIT NUMBER: !+ ADDRESS: 17025: W. Valley Highway, Tukwila JOB NUMBER: 85 - 282 PROJECT: N.C. Machinery INSPECTOR AND DATE. M. Jeong . Inspected and approved the resteel and forms for grade beam between lines .1. 11-1-85 to 7.5 on A'. Resteel is grade 60, as specified, from Cascade Mills. M. Jeong.. Inspected resteel placement in grade bes,ms & 2nd pile caps between lines 1 ,,to 11- 5 -85'' 5.7 & A to C. All placing adequate per approved plan sizes & quantity..`:'' Resteel was grade 40 & 60, from Cascade Mills. Ready for:' pour: after minor clearance adjustment & dowel placing performance...:,: M."'Jeong; . Inspected and approved the resteel final at clearance adjustment. and dowels 11 --6 -85 in grade beams & 2 each pile caps between lines 1 to 5.7. & A to C:line.:...:: Resteel is grade 60, as specified, from. Cascade Mills... INSPECTOR'S REMARKS PROJECT: N.C. Machinery_' DATE: ' 1 November 1985, I inspected placement of .' CONSTRUCTION INSPECTION & TESTING. 6747 M, L. King Way South (206) 725.4600 .Concrete was placed via chute Batch weights per cubic yard 451 1 95 0, #' 7/8 agg. # " '3/4'0z. AEA Cast specimens # 5 A -C Cast specimens # Weather: Cloudy, 47 ° F. CYLINDERS ARRIVED IN LAB AND /OR REMARKS: COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA:' 28 3. SO. IN. DATE ': AGE IN SPECIMEN }'. UTL STRENGTH BROKEN DAYS ' NUMBER WEIGHT' S IN LBS 7 .: cc :1— Owner 2— Contractor 1— Architect 1 —Bldg. Dept. .;1- Engineer Batch Plant INSPECTOR: cubic yards of in the followingareas :q on A 96 ,00 f c L)SENAU & ASSUCIATES, • Seattle, WA 981 18 Tacoma (206) 752.0107' CONCRETE REPORT REPORT NUMBER: 005 and it was vibrated internally. Slump range Type I , cement, per .100## of cement. at 9 cubic yards -with a at cubic yards with a Concrete Temperature : 11 -4 -85 . • Jeong r ` 4 •3000Psi concrete rade ,beam tbetween wlines.:1.3� to ?.5: r 5 : oz; '.WRA ., 1380 # sand, per 100 #of,cemertt's OTTO; ROSENAU & ASSOCIATES, INC co-w or) .a i%t, tbz vM / O Tl uin ()W -r. Le #61 4I n Ci 1ZwK/ Orl' W . . 11,1, p W71,4 wm E . a -e%v__ fin cu4 C,c. wb . C,u,- i 4+'cte4 vc.;c6 C. ecd tom 1/4,(.. a_4G ..P aly Licafru . t ).... o .e_.. Let i! ricc cv-W 1,1v 6 l , . • i ■pe.2 '21 -& tw Pa-Fro &5 . ox,. au -tom ov-e.rpoce,55 4. TO , `f (O72,1) L SUBJECT: SIGNED SIGNED DATE &. 2 d-raW 60W 4:05 a, m, TO: ❑ Building 0 Planning g`Public Works ❑ Fire Dept. O Police O Parks/ Recreation C CITY OF TUKV ALA Central Permit System Authorized Signature FINAL APPROVAL FORM This project is approved by this department: (;ntrol No., 0 5 - 050 Permit No. This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. Date Project Name 4)r, V ) aU J ✓1 , Address 17035 GO VaA,Lui Type of Permit(s) Fl‘ (1 0 This project is NOT approved by this department; the following corrections are necessary: w T11 a U f 010in p- Yh'U'1,6 h Cum. b (it, taco') -1' ( - 11,., �/) ( ) 1= L I-f 0 ^ 3 , Fir i I . „,L, . . I..� ' . ' --v (YL3 3 1) Jill -L/) - 8Cp 04 P xr)1 Cu' f -P.m '� , Davi. bra j ' 11/33i"3 (•) • 2_u2 -86) otixnv &a i0 f 10 &ra74' 14 33 - 18103 311, Flood 7 1 L () () () () ( ) () Authorized Signature l_ar) (). rya) • J C ph 1w a ,hrn %H Cub t /..A AL . A. !_A a ute.C9ona,1) rec 5�rn.� tt�.�, �,u� (pAo'L Date CPI Form 3 1 STfLuCTVRAL C/4L. SNT. INDEX ITEMS DESIGN Cl21 TSQIA RooF FRAMING DESIGN FRAMIOG '• COLT $ QILE CAp Dfi.StGN LATERAL LOAD D gs I GN STIR OESIGhJ pREc4.sT Wad * •ETA•tNtAG v'A(.L FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approveJ plals acknowledged. By Date 1..;. ..;.. 5 Permit No.... -i V. ASSOC Fmtt • YATES PS , .11ti ,.,, •.,.,. •., \,:).'u. Sulk. 720 1411 1•i,unh I3udd1np SonI11v. Nishugllnn 117101 206 024 9, _ h latOj F i.e a- 7 /4 ' daat. wa L'alw Project n • C MAcki l rJE a Y Date F " Client ( Design pcL Check 5 1-I T No. cR l RF -I TO R F- 2F -1 ?0 IF- 1F ToIF - C- I - ro C- 1. L -I To L-3 ST- I TO 5T- p - I TO P• Job No. S 4-3 6 -01 Sheet I it) DEX pity of Tukwila (I Ma VanDusen Fire Department Dear Sir: City of Tukwila Building Department Control #85 -050 6200 Southcenter Boulevard Tukwila, Wa. 98188 I understand that the Plan Check approvals are subect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approve: plans acknowledged. By. Date q0q Re: N.C. Machinery -- 17036 West Valley Highway Permit No StrTEMBER 11,_ 1985 FILE COPY The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the bracket's supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less City of Tukwilac Mayo VanDusen ire De artment Page number 2 than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 4. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) Local UL Central Station supervision is required. (City Ordinance #1327) 5. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 6. Fire hydrants are required as detailed in City Ordinance #729. 7. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 8. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 9. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (Including low voltage) 10. All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UBC Tables 42A and 4211. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UDC 4204) 11. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.206) 12. A permit is required for the use, storage, handling or Pity of Ildnulla Piro f'lonarlmonl III Anrfnuor Dark Coal TiiIrwwna WaahInnlnn Oti1fifl NX1R1 C.7f.IIAI �A, Gy anDusen V City of T u li G i l a ar Mayor ..1.._ 4 Fire Department Page number 3 sale of flammable or combustible liquids..: An application is enclosed.' (UFC 4.101) (Detailed plans to Fire Department for testing and approvals) 13. Second floor Board Room - occupant load 50 plus - requires second exit and special permit from Fire Department for "Place of Assembly". 14. This permit or review does not cover the relocation of sales office building; 15. Fire lane access on river dike per City Ordinance #1110 and U.F.C. 10.207. 16. Computer Na.lon System requires separate low voltage electrical permit through State. Helen and alarm system requires plan submitted to the Fire Department for approval, prior to commencing any alarm system work. 17. Hydrants and all surface access roads shall be installed, tested and made serviceable prior to and during the use of any combustible materials on the job site. (U.F.C. 10.301d) Yours truly, „kg The Tukwila Fire Prevention Bureau cc: TFD File Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 178101 (206) 624.8150 (206) 6244488 ' /112- 2. 3. John Thomas September 20, 1985 Olson /Walker Architects 1507 Western Avenue Seattle, Washington 98101 By Date Permit No. RE: Plan Review 85 -T -12 (N.C. Machinery) Bridget Smith BS /bl cc: Tom Hill, City of Tukwila FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. X10 Dear John, I have received additional information on the proposed project and have reviewed it for compliance with the 1982 UBC. The use of the one -hour construction does satisfy portions of the Code. Further research into the application of the Code to the pro- posed building has brought up the following comments. These are in addition to our letter of September 6, 1985. Comments 2 and 6 of the September 6th letter no longer apply. Ordinance Room 226 is in violation of Section 3305(a). Room 223 is in violation of Section 3303(a).@O1 "'' )� First Floor, one -hour protection needs to be carried through to the exterior exit doors. Please call if you have any questions, Sincerely, MAHAN & SMITH, INC. ` vsr l 5 417‘6 RePlig--(7e6 19V1-ftraiN) evt) 14' .10 5. f Ai • I> 7. L1/A > 8 . ZP/A7.1-?' 9. 40 / / 4.7 i /7 10 . — 3 11. A2.17 12. Al . 7 3. Aet',1 4. Olson /Walker, Architects September 6, 1985 Re: Plan Review 85 -T -12 (N. C. Machinery) Page Two Corridors, lobby and vestibule need to be Door 115 appears to restrict the corridor. See Section 3305. Provide exit signs. See Section 3314. Indicate draft stops. See Section 2516(f) . Stairway to computer room, show handrail ex t n3tan beyond trea `3c', See Section 3306(j). Show head clearance at stair section 17/7.1. Provide dimension on handrail member spacing. See Section 1711. Provide detail of mezzanine railing. Complete detail designations. Skylight details are shown on Sheet A8.4. Where are they in plan? REGULATIONS FOR BARRIER FREE FACILITIES Al', I > 1. Show that the water fountain is in conformance Al ,'Z 7 2. Show handicap parking and curb cuts. Dimensioning is incomplete for toilet rooms. Provide clearances in plan, provide grab bar lengths. Provide detail designation 35/A4.2 on Lay drawing, Sheet A4.1. WASHINGTON STATE ENERGY CODE one hour rated. / 5/7667 f 2, n 1 A 1- /Ly / T fz cn— W\J with Section 511(c) . Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith �l� 1 Mahan&Smith,Inc. cc: Tom Hill, City of Tukwila Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue BIdQ. Seattle, Washington 98101 (206) 624.8150 (206) 624.4488 September 6, 1985 If John Thomas Olson /Walker, Architects 1507 Western Avenue Seattle, Washington 98101 RE: Plan Review 85 -T -12 (N. C. Machinery) Dear Mr. Thomas, • • We have reviewed the plans and calculations for this project to verify compliance with Chapters 5 - 33 of the 1982 Edition of the UBC, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: UNIFORM BUILDING CODE Structural i 1. Designate Detail 12/S1 on plan. 2. Detail 20/S6 at Grids 3.5 and 6.5 on Sheet S3 does not apply. Provide C O correct detail. 3. Detail 21/S6 /S6 at Grids 3.5 and 6.5 on Sheet S4 does not apply. Provide correct detail. 4. Provide calculations to show adequacy of the diaphram in shear, specifi- cally at Grids 1.5, 3.5 and 6.5. 5. Provide calcualtions to show adequacy of the connection between diaphram and shear walls. Also, provide detail. Ordinance . Show how curtain wall at Grid A' is supported and show adequacy of the roof between Grid A' and steel framing. �yhrvnJ 0"/ 21/118 / 11 \ 7 1. Provide type of construction occupancy and square footage on drawings. a X As we discussed by phone, Section 3309 has been violated. - ST ttz c ' A• '` s ‘3e- oft-1•3 1 r o a L-`t Z SC b' 9 Peg. I L 6O ( cM'o MEMORANDUM 26 August 1985 PROPOSED TOTALS FOR SITE: John H. Thomas OLSON WALKER ARCHITECTS 2068a o1Son 1507 western avL ue ' walker seattle, washington 98101 architects 206.624.5670 TO: Maura Bradshaw, City of Tukwila PROJECT: N.C. Machinery /Tukwila SUBJECT: Summary Qf Existing /New square footages Existing Used Parts Storage Existing Shop Existing Parts Storage Existing Utility Building Existing Warehouse Existing Office .+*Total exist "non - office "(i.e. .0-Total existing office ...New office building industrial) 5,600. sf 23,980. sf 26,682. sf 15,500. sf 11,520. sf 5,000. sf 83,282. sf 5,000. sf 27,200. sf Industrial /Warehouse 83,282. sf Office 32,200. sf �l �� �f);;;-‘00 .. REQUIRED PARKING PER TMC 18.56.050: 83,282 sf industrial /warehouse s.f., divided by 1000, multiplied - 7) - 1 by 1.0 equals: 83.3 spaces 6 32,200 sf office, divided by 1000, multiplied by 2.5 equals: 80.5 spaces g/ TOTAL SPACES REQUIRED: 164. spaces I hope this information will be of use to you. Please do not hesitate to contact me if you have any problems or questions. jg; Sincerely, Ig 6/4) • : • 'From : ir e % r • - Pj - Subject II V.1 IOj I) -7 ? - 5 6;v1i 0.e Message N 10 r0 WilsonJones r"I.I■A • A1,11. a Mtn" Signed Speed .Letter® fl Date Signed FtECIPIENT—RETAiN,WHITE COPY, RETURN PINK COPY. , f IA !'..014.7 ..1114 1 I► Signed To Subject -Ho )6101483, Message ae,ad oc - 2 . 634a/ -Ho 10ro WilsonJones GRAVURE FORM 44403 3 -PART 61983. PRINTED IN U.S A. Signed Speed Letter; From Date Reply OCkIf1rfl nrTAPlLI Akin f]rtAIAI VL'1 I A \A/ n,1f]V Llr►Ir% 1AILlrr• A tin f11 \IV nA111■t• 1Atrrn P"A lions.,IAITAnr • CITY '. TUKWILA .',riAL PERMIT SYSTEM - ROUTING FORM TO: ❑ BLDG. PLNG. PROJECT ADDRESS / DATE TRANSMITTED C.P.S. STAFF COORDINATOR PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW.. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: ❑ ❑ ❑ _gr0 )7/w 1 ! /n f J fr✓ PERMIT NUMBER P.W. ❑ ../ /_ RESPONSE R QUESTED BY • RESPONSE RECEIVED FIRE ❑ POLICE r. . j MY v al) e9- ❑ ' CONTROL NUMBERS -G5 P. & R. 4 el< D.R.C. REVIEW REQUESTED [] PLAN CHECK DATE PLAN SUBMITTAL REQ TED COMMENTS PREPARED BY PLAN APPROVED 446k,eigyy)fa (47(1244(/600 CITY TUKWILA PERMIT NUMBER CENTRAL PERMIT SYSTEM - ROUTING FO M TO: [] BLDG. ❑ PLNG. P.W. ❑ FIRE ❑ POLICE ❑ P. & R. PROJECT 4 lym ,9},6 0- ADDRESS / 7U .'.5" tt/ 5.b 1 1 1 /1 *Wat L. U DATE TRANSMITTED 9- ,20-�$' RESPONSE REQUESTED BY Q-3-t5 C.P.S. STAFF COORDINATOR ,00,56 RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: ❑ OLI a L e Jo � ❑ 2j7 n : T 7mt- n-a.d/ ( f aeAl /) ❑. ❑ ❑ ❑ ❑ ❑ ❑ ❑ D.R.C. REVIEW REQUESTED ❑ PLAN SUBMITTAL REQUESTED ❑ PLAN APPROVED ❑ PLAN CHECK DATE COMMENTS PREPARED BY CONTROL NUMBER C.P.S. FORM 2 C RE: PERSON CONTACTED: PERSON CALLING: I:C - DATE: 1 1 2_S1 INFORMATION ITEMS: TELEPHONE MEMO tiCel 2D aT cc ALe • f - (k 'r \DsC ° .. tmvs)U)Ev), dam tre_ cr V3 tom... Sc Yz.-4 N —� ,fit ILA tx )191 LtN,� ►c,�,� y �c`A . till L 1 56V cs11-ir VA/1c -4 , z sO KJ L 2_, pa\s--sE: cc. c k C U NO SQ rit I KY4 �'►�s c� MI O oMn. 2 = '1=t2 Sebi€ . • .a/ c . CAL (a YAP CCU Tkhs , � - c L 1 k 14* f-t4 • Z �I � a'° June 14, 1985 Olson Walker Architects Attn: John Thomas 1507 Western Avenue Seattle, WA 98101 Re: N.C. Machinery /Tukwila Office Building Dear Mr. Thomas: I have received and reviewed the floor plans with your accompanying request. Based upon the intended use of the structure and the complying with the following conditions: 1) On- grade, accessible ingress 2) Accessible toilet facilities 3 Similar working conditions on both floors 4) Table 33 -A, footnotes of the 1982 Edition of the U.B.C. we are able to grant approval of accessing the second story by the stairway only. Enclosed are the set of floor plans you sent me for my review. .I•f you have any further questions, feel free to call me at 433 - 1851. Sincerely, Tom Hil Building Official cc: Planning Director /ks G City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433-1800 Gary L VanDusen, Mayor 1 S011 1507 western avC sue ; ,hiker seattle, washington 98101 206.624.5670 MEMORANDUM 13 June 1985 TO: Tom Hill, Building Official /City of Tukwila PROJECT: N.C. Machinery /Tukwila Office Building Dear Mr. Hill: We are in the process of designing a two -story office building of approximately 27,000 total gross square feet in Tukwila. This will be a privately owned office building for N.C. Machinery Company. Per our telephone conversation yesterday, I would like to request approval from your office of access to the second floor of this building via stairs only, considering the presence of the following conditions: 1. On- grade, accessible entrance to the main floor. 2. Accessible toilet facilities on the main floor. 3. Similar offices, workstations, and meeting rooms are located on both floors. A set of floor plans is included for your review. Please do not hesitate to call if you have any questions. Sincerely, OLSON /WALKER ARCHITECTS sp:1624a RECEIVED CITY OF. TUKIMLA JUN 131985 sumo an C 1x011 1507 western avenue walker seattle, Washington 98101 architects 206.624.5670 letter of transmittal TO .._._ j, p¢�GI/{�! /�G PLEASE FIND ENCLOSED ' DATE COPIES ❑ FOR APPROVAL ❑ FOR YOUR USE ❑ AS REQUESTED ❑ APPROVED AS SUBMITTED ffio 0 APPROVED AS NOTED p'FOR REVIEW AND COMMENT ❑ RETURNED FOR CORRECTIONS ❑ • . }'`' R '' + ... DATE / ATTN - 7 a bil - 4 /0 RE • a +'.s ,.. , rt}( fi e : ` __ �:h'ur, r „3 ✓ ;, ae +; . RECEIVED CM OF - TUIMIU► JUN 13 1985 SUMMING Derr. • • • ♦ City of Tukwila Fire Department Gary VanDusen Mayor Original inspection date: April 25, 1986 Hubert H. Crawley Fire Chief May 2, 1986 Re: N.C. Machinery - 17035 West Valley Highway Dear Parties Involved: On April 25, 1986 and inspection at the above listed address was made to confirm compliance with Uniform Fire Code requirements for occupancy of your building. The inspection showed the followingitems still require completion: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) 2. Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on .shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) 3. EXIT lights shall be illuminated by two lights at any time the building is occupied. (UFC 12.114c) 4. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 5. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) 6. Local UL Central Station Supervision is required per UFC 10.310. City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 5754404 • 'City of Tukwila Fire Department Page number 2 Gary VanDusen Mayor Hubert H. Crawley Fire Chief 7. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 8. All control, drain, test and alarm valves shall be provided with identification signs of the standard design adopted by the automatic sprinkler industry. Install the following (NFPA 13, 3- 14.3): 9. There shall be maintained on the premises a supply of spare sprinklers (never less than 6) so that any sprinklers that have operated or been damaged in any way may promptly be replaced. (NFPA 13, 3- 16.7.1) 10. A fire alarm system is required to be installed and functionally 'tested. (UFC 10.301) (Halon) 11. Local UL Central Station supervision is required. (City Ordinance #1327) (Halon) 12. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. 13. All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UDC 4204) 14. Fire lane designation required per City Ordinance #1110 and Uniform Fire Code Section 10.207. 15. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) 16. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 17. This review limited to speculative tenant space only - special fire ermits may be necessary depending on City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 • C ity of Tukwila Fire Deoartr�nent age number 3 Yours truly, Gary VanDusen Mayor Hubert H. Crawley Fire Chief The Tukwila Fire Prevention Bureau cc: T.F.D. File Fire Marshal F.P.O. Ray Tukwila Building Department Howard S. Wright Construction slj . detailed description of intended use. This structure /tenant space is not approved for occupancy of people or merchandise until Building Permit #4093 is signed by the Fire and Building Departments. City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575.4404 JOB ADDRESS 7 03.67 7 -..-( TENANT , •••■•=1,1, DATE OF APPL. , . w. , ,. / 1!" DESCRIPTION OF USE LEGAL DESCRIPTION ATTACHED ',. ...-• PROPERTY OWNER f'-.., , \„,,, -:— e,"3c.), ADDRESS 4 ; 2 , c.:). /.:‘'f.:, PHONE 1..-t-.: Ce`A(75 ENGINEER/ARCHITECT) .:„ ..,,,,,,,,;, ....1.-.:, 4 ,--- ; ..; • ,. ..,-1 ADDRESS / / ,:::,..: ) ") v. -,,.., c, - --- - 6:--17 - ',;Z 4,..7 .- )/e// PHONE , e::: - c , CONTRACTOR ADDRESS PHONE AUTHORIZED AGENT LICENSE NO. VALUE OF WORK ) , ,..',:',>c - (11/ )( .) FIRE PROTECTION SYSTEM SPRINKLER ',-' DETECTOR USE ZONE TYPE OF CONST 7---2,-.-_. cvf ADJUSTED VALUE GRADING CUBIC YARDS CUT FILL SIZE r "§"T "F i OF BUILDING / .9 , ') e- , f; r SIZE OF UNIT WORK TO BE DONE: ., i -,,' ri,„,, ,, '•••*, ,.„ • , , • -,/ -0, ,,,, . i *--) - ' , i 77 :71 - - - — )6 ,--',./. • / 2ND FL--" i ,,,....; , /q,:..ky .,-- : 4 !....,‘''Y \ !,•;‘::;( e DATE g . AlliP APP . E a OR PERMIT BY ,.., / „,- ,./. .. i•;11.:::,./NT(..' \ TOTAL ..-T;t - ,-2 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW .THE SAME TO .. 1:3E TRUE AND CORRECT. e '''). /. 1 . - -''' - '7,/, : .r . ?.,;.,- - ,.7, ,., ., FEES AMT. ( DATE REC. NO REC. BY P.C. 1 (,)'<ifi,i)( '-,:'' - c:-/; ADJ. r iot SIGNATURE , ' ........ B.P. COMPANY DATE/ . -') e ; 7: ;:./'...: . PHONE 1 .... 4 :::::' . 2 . 7 :-. ..L . L" ............. 222 , -Z, - TOTAL . '. .) , 0 Cr il: ; 1‘ fi rui nat. SPECIAL CONDITIONS lunvviiA /-IRE PREVENTION PLAN CHEiKED BY L I DATE g . AlliP APP . E a OR PERMIT BY DATE \ APPLICATION FOR ' BUILDING PERMIT CITY USE ONLY USES TOTALS PLANNING HEALTH PUBLIC WORKS FIRE SQ. FT. OCC. DEPT. APPROVALS PE.,NT, CORR. • •• ' ' ; OCC. LOAD APPR. CITY OF TUKWILA CONTROL NUMBER 25 LJ . AUG 2 1 l'J'ob Symbols used es abbreviitlons: AbbreVtatfons: A.B. ACOUS. ADJ. A.F.F. ALUM. APPROX. ARCH. AND ANGLE AT CENTERLINE 9 4 CHANNEL DIAMETER OR ROUN) PENNY PER PERPENDICULAR BLDG. BLKG. BM. OT B , CAB. CC CEM. CLG. CLKG. CLU. CLR. COL. CONC. CONN. CONSTR. CONT, CORR. CW R. CTR. CU. FT, DET. D.F. DIA. DIM. ON. OW DWG. E. EA. EL. ELEC. ELEV. EQUIP, EXIST. EXP. EXT. F.B. F.E. F.E.C. F.H.C. FIN. FL; FLR. FLUOR. F.D.C. F.D.S. FT. FURR. reio GAY. GL. GWB H.B. H.C. HOOT HDWD HOWE. H.M. HORIZ. I.O. IN. INSIII. INT. JT !KIT. LAM. ANCHOR DOLT ACOUSTICIL AAJUST R.E ABOVE INISHED FLOOR ALUMINUi APPROX1JATE ARCHITECTURAL euIIDINS BLOCKIN1 BEAM BOTT CABIN 1 CENTER TO'CENTER: CEMENT CEILING CAULKING CLOSET CLEAR COLUMN CONCRETE CONNECTION CONSTPUCTION CONTINUOUS CORRIDOR COUNTER 'CENTER CUBiC FEET DETAIL DRINKING FOUNTAIN DIAMEttR DiNEasioi DOWN o1SHWASHE DRAWING EAST EACH ELEVATION ELE.TRICA_ EQUAL EQUIPMENT EXISTING EXPANDED, EXPAW EXTERIOR FLAT BAR EIRE EXTINGUISHER FiRE EXTINGUISHER t {NET EIRE HOSE CABINET` FINISH FLOOR FLUORESCENT FACE OF COLUMN, OR Cr, tit FACE OF STUDS FOOT OR FEET FURRING rk !. smw.44f.l GALVANIZED GLASS GYPSUM WALL BOARD HOSE BIBB HOLLOW CORE HARDWOOD OVERLAY It471.00D HARDIRRE HOLLOW METAL HORIZONTAL HOUR INSIDE DIAMETER INCH INSULATION INTERIOR JOINT KITCJNH LAMINATE , LAMINATED MAX. M.B. M00 MECH. MET. MFR. MIN. MI SC. N. N.I.C. NO., (0) N.T.S. O.A. O.C. 0.D. O.H. OPP. PL P. LAM. PLYWO. PR. PIN, R . HAD. REF. REFR. REINF. RM. S. SCHED. SECT. SIM. SPEC. SQ. FT. SQ. IN. SST. STD. STOP. SUSP. T., TRO. TEL TIK UL YCT W/ MAXIMUM MACHINE BOLT MEDIUM DENSITY OVERLAY MECHANICAL METAL MANUFACTURER MINIMUM MISCELLANEOUS NORTH NOT IN CONTRACT NUMBER • NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPPOSITE PROPERTY LINE, PLATE PLASTIC LAMINATE PLYWOOD PAIR PARTITION RISER RADIUS REFERENCE REFRIGERATOR REINFORCED ROOM SOUTH SCHEDULE SECTION SIMILAR SPECIFICATION SQUARE FOOT (FEET) SQUARE INCH (INCHES) STAINLESS STEEL STANDARD STORAGE SUSPENDED TREAD TELEPHONE THICK TYPICAL UNDERWRITERS' LABORATORIES VINYL COMPOSITION TILE WEST WITH WOOD ('swot N C Machinery General Notes Machinery Corporate Headquarters i. Contractor shall verify dimensions and conditions shown on the drawings and shall be responsible for the ,joining of their work to the work of other trades. Discrepancies on drawings or in specifications, If any, shall be brought to the attention of the architect immediately upon discovery. 2. Work under this contract shell conform With all applicable codes and regulations. 3. Repetitive °features not noted on the, drawings shall be completely provided as if drawn in full. 4. Dimensions on drawings are taken to centerlines of partitions and columns unless otherwise indicated. 5. Contractor shall provide ..concealed blocking as required for attachment of casework indicated in architectural plans. 6. Water supply is required-for coffee machines at copy areas and kitchen. Verify specific requirements with equipment manu- facturer-- lnotallation detailing subject to approval by architect. See'1 /8" floor plans. 7, All paint and finish material colors shall match architect's control samples and require architect's approval Wive to instal- lation. Architect will specify sheen for all painted surfaces at time of contractor submittals. rn /. -61 ,4AJ >/4 toArpy 79 1 Gd/> / G7 /An/ Tukwila r Gofi'z1 / l.~- i 1/6 aWt.G. e A#' /d/ - / t7"F -I.? 0 / /`,9 -- Cllr- • /3. t f/L 0//6 e* FraGLy %;12,Y11, p2_ - ioao ). w 4x37 /M. 6t7V .6t7V Washington That portion of Government lot 6 and that portion of Government Lot 3, Section 25, Township 23 Nortn, Range 4 East, W. M., King County, Washington, lying westerly of the westerly margin of Secondary State Highway No. 5 -M (West Valley Road) And southerly of the following described line: ' Beginning at the center of said Section 25; thence westerly along the east and west centerline of said section 897.56 feet to the centerline of the main track of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and the Oregon - Washington Railroad and Navigation Company right -of -way; thence along said centerline South 2 40' East 511.40 feet; thence North 46 27' -30" West 505 feet, more or less, to a point on the west line of Secondary State Highway No. 5 -M (West Valley Road) as now established which is the true point of beginning of the line herein described; thence continuing North 46 27'•30" West 615 feet, more or less, to the westerly line of said Government Lot 3 and the terminus of the line herein described. Situate in the City of Tukwila, County of King, State of Washington. legal description architect, vicinity roe AND. ER' NDUSTRIAI. fi 4 b., 1 010 A *.4S .t .1 " M Gov't of 4.18A res IM" * , mitt" ft, w+t •44t *1111*1111411. rot 1 Owl to Let 5 I 23.+15 Acres { { { ` I IMNI wtH1 ►r ,.t awl l41 4 IW.IO aetlft 4.M .• 0 , Y psiNUrr6IFtNINrf `rlrrBUllariirt•�lMh! III rgr� .,rg ,!ltllf, `WAS Mat•1" r, Uf• 44 at �C011rrl" „a Go►`I Lei I 4410 Ayes PIE e oison walker architects A i . A 1.1 A 1.2 A 2.1 A 2.2 structural engineers. 2 Ratti /Fossatti Associates 1411 fourth Avenue Building 0710 Seattle, Washington 98)01 20h- 624 -H687 Edward S. Sider and Associates 180 Nickerson E304 Seattle, Washington 98109 206.285 -2966 electrical engineers McKinney and Associates 9401 112th Avenue NE Kirkland, Washington 98033 206. 828 -6453 _ indec to drawii A 3.2 A 3.3 A 3.4 A 4.1 A 4.2 A 4.3 A 6.1 First Floor Reflected Ceiling f, Nod A 6.2 Second Floor M fiected Ceil tng 'Nit engineers„ 7.1 Vertical Circu• 'on, 'ii4" '`Plans ar, A 8.1 Exterior Details A 8.2 Interior Details ��L,�lrior Details 9 an E e_OPY Said that Plan Check approvals are t'lfi� � alt and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approves'. plans n ��acknowledged. I er h ng P1 P1 Details bate. ... .... permit No „l. CITY OF + APPROVE D SEP £ 61985 RECENED Ort Of luau (,Iii; t 81985 suusitssnt r >; S.1 General Notes S.t First Floor Flan S.3 Second Floor Plan S.4 Roof Plan 5.5 Foundation Details 5.6 Structural Steal Details 5.7 Foundation Details m dice' P 1.1 ' Site Plan P 2.1 First Floor Plan P 2.2 Second Floor Plan P 3.1 Riser Diagrams, Schedules, M 2.1 First Floor Plan M 2.2 Second Floor Plan H 2.3 Roof Plan M 3.1 Sections, Details, 14 3.2 Diagrams and Schedules electrical E 1.1 E 2.1 E 2.2 E 3.1 E 3.2 E 4.1 L 5.1 E 6.1 E 7.1 le eet Existing Site Plan New Construction Site Plan First Floor Plan Second F lt,or Plan, Roof Pi &i Schedules Partition :Types, Building and Wall Sections Buildlns and Wall Sections Building and Wall Sections Exterior Elevations 1 /4" r'lans, Sections, Interior interim Elevations, Casework `I Interior Elevations Site Plan, Symbols First Floor, Li htin Second Floor, First Floor Po Second Floor P Computer and 1 -Line Diagram 14k Panel Schedules Details • (9/ea ck tl t-Oet _ Y" r� ci „.7 e C l -<f .. /f/ eer,/., ; i:7 o a ;./,t/. z.t: i3O. x -.refer/a 4 4 I y, x.,. 40 .. `a, 3. 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Lif2OpAN 1-01 e4Al 00 Atitjaixl.• 4 ' 4: 7 aki 11 - g) 156 FEMoVeD If )' /4)C, A • , I , 1 • „ I . . • ; PP ' ....,••■•••••■••• - TYFrAL---(a1 4 ' 644 ) 'T/PeL. 1„,04/ &F ezVF-4 7/1 - 1)1 71 C-Als - 5X./977N6 .3 4. 4 4 64. 4 eirt" . ...• r— von' oci 416,4 r 4 . • . 9 P..A41m.4G To raellitl / eX/5 7” ." f L.. 1 c //' V. • I . 1 . I . [ - I L • 1 . 1 . I• [: .. • 4 '1 41 7 .3.2" 4 ecte 4.• -47 A0 .•••••• 4 . 'e ..fr"""i .-'1t11011) •"'" 4 •:" r.-.5x7 *et ■•■••••■••1106 II 1, I :, • RV; t.t I • • I . $ $ 1 4441 AF , 6iF A6144 04/--;.1\15.1 I ' — fl • • Ii ri20426 (..6olgo)--- *1475 IN -.C./s7/A/6 F&, 77) Acarpft,d/ 4e.-6/wfv6 Fif /0419 E v-, %V/ / / (4t/ P3cE Norgt: - fuc.ss Tc) pv•love..z) ogor 1p.g65 - Tt) izo-te,it4 - 71v &* 44 t-toxig. &F/' t-t-+E P f1/4Y..44 RECEIVED COY 00 IUMMIA . rr:10 4 • migistore olson walker architects No. Date By Revision Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No. 1507 western seattle, washington 98101 206.624.5670 REGISTERED ARCHITECT '31rJ STATE OF WASHINGTON Sequence w Category WY. 00.1 AI. or inn ` JI/eta- 11na . Mr: 0.4 6 A/4 • %, ., ' Wit sift? Icrwar Lint n✓. /A/ CAM'. 1WSBA/ JP,I • /82009 /O Category REGISTERED > ARCHITECT 23 STATE OF WASHINGTON Principal Architect Project Architect Job Captain Drawn By Checked By Date /T - -. Job No. T i JIM II A ,eels /.!MD /2.07. 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(rr/. t°Y �` 3 � 6f wr Flvef E,IJfAIf,VI 144' 5•e. PK lit 1.11. 7 I N 4 SAL£3 OFF /CE .Pao!' ekrot ;on • 96.1 We // twiny 0_ \\ / �. o / / ■of f at/ P Ita III II ,I IIIIIIIII !Ih =II Awl flea, f /Cvatian a 30.1 weed Fa.xa PALKAL Det P 9' Oak I I IJ Pammy CD. !II; J • M'' Nally Tras1 ik V `• • °6 f 5U'VEVOA's C4977,7c.•4rX This map correctly represents a survey made by ate of undet my direction in conformnrtcr with the requirements of the Survey Recording At at the request of N. C jigchwaltii ;;_,- --- in Noveit er, 198{ . C. Michael Chadwick. certll N0 04; Z .'- CO #4140/04 :4,..; 044noior Holly eltottar h a Z • _.�...._ -.a _.. co - ._._.. as - - .Guard /M/ S. S. N AV, t ,.5% 41/E",5" r V IZEY /Pa 410 at )o• se. (,- Mop /at. N CO t, : 11 , 1 . 1 1 1 111!11)19+ 111 1 1'l1'tl!!111, I 1 ` !1 I t 1' ! : f 11110 0 CO 0 ca IT.? Ce ttonwa.. , 11 .I6 ` /Ri►P/ar f.Pa66! 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SM l+t'`N "E .d' /1� I 41,4 (ems• ts a/� ; // i / : 15 / '/.1P4/1:d<t/it)1°.1/ to' / , RECEIVED COY OF TURMIA WAISIIPOr olson walker architects 1507 western washington 98101 .'"?''1: .+:.;' , '-;+ - r. ',.:..„ - •-.7:7-,..:'x'''.z4 - • ',.. , r., • ""•."• ..... "•,„ '", :,,i, . i, •.,-:,,, ,, :,: o..• ",,,:/..'`',- r.". '..•,..'7 ! ','''',,=•:'*''''' •,',.'?': ,...:'''.....-:•:...' '.•.'.:''' 1 ". ' '..''' , : 7 ,..:7 : ': ' ,'•": . • . , ''.:!, • .'• . .• , • • L 4.. ; ) 6 712 . .g (2.4;■,0 , mAr ts 4 t$ • 4, ro rso •`11- s 38 Abfilarr 4/4r ..e4/4r,a hrx .4o (f 6.-< 40 1-1c.fC-r5 c-uPe. 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' , g , +' I • _ • + I ' • 7 •romusois corae,, arrrst raitsemeN1 4Ii` 00 ‘",O $ . wi 4 rho .■• " 0 ". ,' ,;* 4 rf re .4 -+.,.,.... /2297E t 6.5 4/,/ Porz--"E4"./ ,/bie- F"40.. 77 44 s ° v .) / 4 0 , ; 1 1385 RECEIVED • CITY Of IMOLA 4.‘.. • • /9 ./1 04- eos olson walker architects 1507 western seethe, washington 9sioi 20 6.624.5670 No. Date By Revision REGISTERED ARCHITECT 310 STATE OF WASHINGTON Principal Architect Project Architect Jth Captain Drawn By Checked By Date ./t#I-i_ eg Job No. T I 1 KW ILA 11-"Z /2- 0 7 Category Sequence • • • • . • • ''•" , ,..,, "..-.- " '• ,'''' .':',,, "-:• •,... -..., 7. •;,...:.;,. , ,,, "7,7 , • , . ...: !''''. •.:r...... ,- ••• 7 ,- ., ':".s 1 - , 1 .. , , / ...., . . , „„......,,, • .,..... ... ..,.. ' t -,.• : , , ..4 - - - ' x„ iyk s2. • 4% - - ' Vfl ri (4 — e • • (1_21.) 1.0 6L.orc du mpr (mg ) 120c4.4. LF_ load thi CA) AY 3 .mail / hall I (131) 3 ice OM) IA/ 1Yr - d.p./forms hall 10 ... 0 " CE*) APP W) V001 AS • �t/A) record storage 0'271) 3A2 pp 641111 / .1 tele e!‘tF10024410 37 AAki bur loom 11. 6 6 I 01 hail 3A2. • - 3 2" storage (//4 ) 3A:2- training I A1 rec ion 42_0 loi 41111111111111M lllllllllll lobby (Jo' ) 121 th— r I 4.. -0" e/1144 .0.41 PEI456 4.5 th 1 pi/266, 6/Krr Py / 6,1 21 f - 0 0 :1 24' - 0" GAer-114 •■■/A1-1_,S, PA0 Mot.11-Cr IFAr 65..5 - 17 6,' .,4141-1 (A-1AIN ct - to' Of GONG-. Me 2° 2: 12) - 1 2; - 0" rl*i coHcf Q-i44.ur2E-6 lye I.-- 00 0.4friperme. 112445r-cfmtp- a " • VV V V o" 241' - 8" 2.4 -o' „ . _ . rujiill Wilful 111111111 11■1111 I 111111111 wi lmi 1111 tmli 9 1 Ina • LIN& RA-I; 2.4'- o" %+A!-1 GIA 4- - t- 4 RO-k-41.7 - 71.114- • ' -0' , Go' -0 a- I –0' • ••• •IM. VV I • C. hall c) IA 1,2- • • • • • • • • payroll 1A1,2- Gap • lo g - o VpIcAL- , Lij • 'M.. •• voi,11*. ('I)) (1 ••• • •nnel (lot) IA 77# \ 0' 4,'-o" first floor an ,4 3` I • { o' N01 61-1Ser Ai. 1/4" '1..44-11)416 4e.gh rHihr4 404 t It – . vJ RECEIVED CITY OF TUKWIIA ',;(3 I 8 1365 •." fkkiG 1 4 1985 State Const. Ever walker architects 1507 western seaffle, washington 98101 206.624.5670 No. Date By Revision REGISTERED ARCHITECT 4,11 STATE OF WASH:NOVA.; Principal Architect Project Architect Job Captain Drawn By Checked By Date / Job No. N Tii KW ILA Category Sequence • " • 9 • • 1 0 0 8 1 0 4) 4) Q) 4) 0 r.) 4 E : 4) •0 4) c ci 0 2:\ y 7. 7 4' 1 co' -0" • O 14 o u 1 241' — 24 -o' treasurer v p. finance (2.2.2.) 2..A 1 controller FR 1AI 2.• chief acct. 1A1, 7- v.p. info. systems ITI ct* v://Al en office (;141) Ati4 r. • NV resident 2-0.1 z-N,z 5.&p.vAL,__ a Ft VEgillry 1. ±- 11" #4. er L FAN A7.1 _ . . , I llif 111111111111111111 1111111111!!!11111111111 11111 M411 &-o" . 0 0 o -o' 0 -0" *ALo yis" -0" vZ, 6imiL.Af; (Z. t441 .- ;4-A/vp.) r) Pvle oe c.)0.4r.? - second floor an " 6' NcK11-1. . is) ; RECEIVED • ow OF ?LIMA :11 8 1985 euuseasv ---,r,---J I. i gt u , l...-Z r' G I. 4 1985 State Cost. In Everg No. Date By Revision REGISTERED ARCHIT T _ 4.530. STATE OF wAsHworoN Principal Architect Proiect Architect Job Captain Drawn By Checked By Date Job No. T TUKWILA Category Sequence A- !LI! 4- N "C3 N t I —o` 11 4- 24 0 2 4 l 24 1 - o f /241 - ,in li IIIIII111 a uIIIIII I1nlnli IIIIIm1 U 1 IIIIIIII I IIIthUI 111111111 t 1 ! 15 IIIIIIIII ! mint! IIIt!II1 Iuilnn I 24' -0 ( /..E 2. 0 - a I 12 -Q' tiotz'(H RECOVED CRY Of TUKWILA 1785 �, � , ►z 18 h7vN . SISMISSIMI kffOr-11VF7 14 1985 E . teen State Cons • partition type ' JNi 1i1 t 2 r tz'w1; I•'t tJtn e .c.. _,10_ . f s . _ , _ -.- , ,f'1-!"tt ,1-I044 - nor -t ' 5 6 E 5 PST r-ici t tA c: p D %;tl• 4 I L.Ari 1- .+T 1?(. Wf*.1. , ILA 51H.) ROOM FINISH MATRIX Floor MK Natter's' Finish I Carpet pottery 2 Carpet Factory 3 OCT Factory 4 Entrance Factory Mot. Relied VCt access tlooring 6 Concrete Sealer Base Mood Rubber Rubber Cereric Fee:torr Cereeic *Ito tale _ 'l 1010 1010 TITlcri INWf t•t W tit UN D I IOhd 134 /+ta uic't e-et Metal panels IIltti11ti[ImUiii MEAL{r r � , '1 A O 1 yl wc�t 117. FLOOIL,T17. I l 601.012 I ( 6nDl..t FCrbH /115 htA . t; ciyNG O Concrete Sand - blest stele A6 AF3ovt; I 644 i Calling (Tod c 'ctAP rPoori - - -_- e r w �w � a, �w �. � s ►� ►r w w w w w� s, e r w s Materiel NK Material Finish NK Retorts Rubber A 8MB INVOVIS Pstint l 8110 Psllnt B Ceraatc rectory 2 Suspended Factory the acoustical tile Rubber C Wood 3 Suspended Point peaeling acoustical tile 4 Centres' Send* blest It stele Factory S Streeter* •••010•..8. 1010_ 1010._ '`c. I nl�iii�rfinilinrnnlllm Irlrin lln :nl illilrii iul uil iII ? Wi I 0 door schedule Amp SCHEDULE LEGEND ICY - Solid core wood, easoei AL RN - Hollow metal (insulated as noted) = Steel (roll -up service door) DOOR N0. SIZE i00A 32088 A/PR AL 1008 32x88 A/PR M. 101 5248 A AL 102 32x88 8 /PR SCw 103 32x88 8 SCV 104 32x8e B SCV 105 32088 B SCM 106 32x88 8 SCW 107 3 2x88 B 1SCV 108 32x88 8 SCV 109 32008 8 SCW 110 32x88 8 SCW 112 3 6x88 8 SCM 113 36x88 8 SCW 114 36x88 8 SCW 115 42x80 117A 42x88 • C ' SCM 1I7B 42x88 C SCM 117C 42x88 C 'SCV 1170 36x88 B SCM 122A 36x88 8 114 1228 361088 B 114 I22C 36086 -3/4 8 111 123 3248 8 SCM 126A ' 3648 B/PR 8CW 1268 36088 8 SCV 127 36188 B SCM 128 48x88 t 8 114 129A 36088 8/PR ►N frame types /&A1F AL. AAsYmt Acidto, rY/i/ ///)'? H fr/b., mot Aluminum and gloss FRAME HM TYPE MATERIAL FINISH LABEL NO. FINISH 6 RE:* WS 14 Point . -- Paint Paint Point Point Paint Point Point Paint Point Paint Paint Peint Paint Point Paint Point Point Paint Paint Paint Paint Paint Point Paint Paint Paint Point e overlay, painted 118 36088 0 AO Paint 119 36488 0 3CM Point -- I -1/2 7 Point 8 Passage lock, provide weatherstrip 1 threshold Point 1 -1/2 6 Paint 1 -1/2 4 Paint 1 -1/2 Paint -- 1298 15bc120 5TL 10 I29C 3648 B the 130 36088 8/PR SCM 131 3608 B SCM 132A 36188 8 SCM y Paint 1328 36x88 B FM Paint -- 134 36088 B SCM 135 3248 B SCV Paint 136A 36088. A AL 'Paint -- 1368 36x88 8 SCM Paint 1 =1/2 6 Paint I37A 3648 8 111 Paint -- 4 Point 1378 3646 -3/1 d FN Paint 1.1/2 5 Point 139 36x88 Ey SCW !paint 6 Paint ive 63-4/2x66 .f! ►N Paint -- Feint 199 63 /2x64 8 M4 Point -- 9 * Point Point 1 -1/ 1 Point 1 1/4• tempered glass: weatherstrip Point 1 I /4" tempered glass: weatherstrip 2 Peint 2 1/4 tempered gloss: weatherstrip b Paint 23 6 Point 3 6 Feint 4 6 Point 4 6 Paint 5 6 , Jsint 4 6 Point 'Paint 4 6 Paint 4 6 ' Point 6 6 Paint 6 7 Paint 7 7 Paint 10 "Cipher" lock (kep pad/ 7 t Point 11 Not in .ieG Closer, passage lock 7 Point 4 7 Paint 4 7 Point 4 7 Point 12 Passage lock Point 14 Paint 15 Meatherstrip, Insulated, entrance lock S Peint , 25 2nd Floor 7 Point 4 7 Peint 13 7 Paint 4 7 Point 16 Passage Iutk Point 1 -1/2 7 Paint 17 Paint 18 Coordinator (typ. ell pairs`?), weather- strip, Insulated II Paint 20 Insulated, weatherstrip, entrance lock Point 21 Paint l 13 Point 17 Paint 17 6 'Paint 22 S*:ing clear hinges Point 3 Point 2 / 1010 ._..1.....- ,,1010. -, •. _ _•, • No. Date By Revision iiEG ISTERED ARCHITECT ( 19 Roll -up service door 4 Undercut door 3 /4 28 Duacpster enclosure 28 Transformer enclosure 4 14 IS Weatherstripping, Insulated, entrance lock 25 2nd Floor 149170>w1.6 /DO tar,. /y/ i / 37.91 /Z7.,5 / 2 2. er. (2.^4'f'srpL.,) Mg? €47 a 5> i7` t.P? ✓ I 77AV s' +. V"Vt, yam,..,) /Z1 /•/S . (AO HEM)) /2044. - - 66c Oexy' -% NO. SIZE TYPE NATERIAL FINISH t NO. FIk1SN F REMARKS 203A 3248 0 SCM Paint 2038 32x88 8 5CM Point 204 32x88 8 SCW Paint 205 3248 8 SCM Paint 206 32x88 tl SCV Paint 207 32x88 B SCV Paint 206A 32x88 8 SCM Point 2088 3248 B 5CM Paint 2(9A 3248 0 SCM Paint 2095 32x88 8 SCM Point 210 3248 8 SCW Point 21IA 24x88 8 /PR SCW Point 2118 24x88 WPM SCW Point 211C 24x88 • B/PR SCM Paint 2110 24x88 B/PR SCW Point 212 36x88 B $LY. Point 213 36x88 B 5CW Paint 214 3648 B SCV Paint 217 32x88 B SCM Paint -- 218 32x88 B SCW Point 2I9A 32x68 8 SCM Paint 2158 32x88 8 SCW Point -- r 220 32x88 8 SCM Peint 221 32x88 0 SCM Paint 222A 32x88 8 SCW A int A 2228' 32088 a • SCM Paint 223 32x88 b/PR r SCW Paint 224A 32x88 B ,SCV Paint 2248 32088 l i e SCM Paint 225 36x88 226 32x60 228 32088 229A 32x88 2298 32x88 230 32x88 232 }2x88 233 32x88 235 3248 oor Types t .ti FM* • 6 Ftint 5 6 Paint 27 6 Point 4 7 Point 23 7 Point 23 7 Point 23 7 Feint 23 7 Point 6 6 Paint 4 6 Peint S 6 Paint 27 6 Peint 4 6 Paint 4 6 Point 5 6 Paint 27 6 Pent 24 7 ..Point 4 6 Paint 4 a 5CM • Point -- 6 •Paint 5 Passage lock 8 SCV Paint 7 Paint S B SCV Paint -- 6 Point 4 8 , SCV Paint -- 6 - Paint S B SCM Paint -- 6 Point 27 C Sty Point -- 7 Paint - 4 • 8 SCM Paint -- 7 Point 4 SCW Paint -- 6 Paint 4 Safi Paint tarwal 6 Point 4 6 "Point 4 6 Point 4 6 Point S 6 Point 27 6 Paint 5 6 Point 27 6 Point 8 Passage lock 6 Point 8 Undercut door'3 /4II 6 Paint 6 6 Point 4 Concealed ovrhd. stop 7 Point 4 2 • • � O•MA \ r, W IR Si y� r.tciy • �MN ' • • Evergr 14 1985 _ J Principal Architect Project Architect Job Captain Drawn By Checked By Date [4� Category Sequence 9 / tate Const. Inc. wal architects 1507 western sea r s se washington 98100 206.624.5670 Job No. 'fl1KAITI1.A 1 I" It46utavitv 4 L44S AJA.41-1. auctitkirl%vAt.t..• ruTAII4 APActe. tei‘m • Oz etr2ocr. — =Wt. &AO. • utft1 retto IWAILATter4 delf ri1.4t442P11014 000-4 . *irMr 54,50,, tt.r" I ectith 1 s I ------- -4)P#4cormalartoolk-le, iit sectic)nj • 14 I 1 104 111121.1i t'ot.st-A CA? allAsis4CAP 1 4 €- A410-1, ekA66 eAttig. Mecit,MVA.A. 0 gmictr /1.4.4N • OC44crier: atoguiert &Alb 6 06 #IPOCII VAMP. iP.P4 ig j IA" 1440 it-tsuidierieril efautoso Fet coolcito ALL, ft44'114 etiyAND• 604 ofauar, thitt4gotrioN MAIN — CM I !tilwittil!;11t IlIII t111111!t :Mitt!! iiiioltlfilitunIllimutn building section ae' evt.rc 'llop ae 4 ceut-rt we-Jo MAN-lire' 4 Z-• rS°14.1t441' I 4 1 46 4VOL14 Wav Fterddlor atozom y- acirr It4OULAT1a4 I 4 *Nrgar`i ewt 6 444-4 WOO - 64 M004 ~or foost. sayot4e . 6 4 6 0 404 01124-1 ifitV 44.4104 oratiN 1 ;74 ,7 0.1: 4 ( y 1 *moon++ 1+.1 4 rt a t ell" la nni,••••■ I -- _wall section_ • , .• 'tvorro:r. tes01 6osprva, e-11.4441 • etarrertisreot.ID —I" WAIL...11V aaso ota-i4ve4 ' --- ' '12 wie3 fkre-44 & IN.. . . ArIVAVD.) IL --40-l 61,4 • toe 40414.T. /---41 eenrol • d� onduer. woe- grAlaPiefa- lye ricto totuuttrot4 48"411.- "tieh --4 ;" ---- "tturvoigper4 ppuhtri Principal • Architect Project Arthitect • Job Captalri Dtawn By Checked By Date `Job I•k) RECEIVED COT GP S116•411A 1,Ut 1 a 1385 11119111111111111117 Eve aPIPORMIRM% • ,, 4." ',u141985 .11 State CorWalk architects I507 western seattle, washington 98101 206•6246670 ligla POLNDATICt°4 . rurtg. * Ntery.A. SDK i aRUGT buiding section No te a . . I.,:.:r. STATE OF WASHINGTON Re'I:Slon: REGISTERED ARCHITE T Principe' Architect Project Architect Job Captain Drawn By Checked By Date /4e6 G Job No. Categ&ry Sequence In CM. Y III t i 13 tII�i111lt1 II it'lIl111 IIUIIIII 1, 1qIIH 111111111 l!!III pleb; olt-6 Tyr or Etlo or 0 - P,i * F 114I.I,i4 - -- --�- -� To" of TILT - NP'Gur , wAU. ...,.. - - I" .N .►4"w C♦LA00 Al' W12 » 61riN /. 16y LiN6 a1" litA rW 568 rtNiSH 4e-HPC r k. r. yNV) x22 i ' a" \Ji/ i+ i� t ,FaT F�7 CjG� r Gi N V E ^i 9 t+ 1 %.9g.. v✓a�l. .% H''�, w � ALT - E. 062, 44444 1 5tizt�t'r ALtiMINt.o.1 414-40.a., - iNhuti(i1Cfi ' St 4 Isie.ok 1o►* art Pte. 56F 61114442 NAP* 3944461 pitIrk it tfot4 , q0400 r*-#41 ' 41'r+ fl foItAr � _�.... _ _.....�_ &ALA Oil' • 1 .di r mIttltett11. JOT TlIR •• r 9 Atom ./as AN•166 4 IWIcAL. .0 et. NIALLioN VJI INALA„, TOP dr 4 514 5 e0 ' i ;�jc.filvl sit �3 (� JG 14 1985 i! n State Cons'ker Ever CM / 1 71 ILICW4A MS 1 , % ante` architects Ism western seethe, washingion 98141 206.624.5670 A :790 1i L.L.` ---s CM tUt $0 ti "Ittitilitrlltu IItIti ►1► tit [Nil IIiltltilNlIII1111 I111IIftl PuutI II 1141�lIli tlll�ttll 1(11 lfll� lilt IOU I 110101 N � /7A/I Pa ' / ,") / pv f/,4'% / YGd/Z inor.)el.• 6t 4414 7r� cdvOPe..?' w/ Pk/AL)I/ lfe r7at 5 j "'Gpicall.• t1���� AU G 14 1985 een State Const. n walker architects 1507 western washington seatt�e, Principai Architect Project Architect bb Captain rawn By Checked By Date f4(I6 'Job No. Categdty Sequence .r ▪ ;it 1'`_ 1110 ttuhrn • -�=-s� _ �vs'. -u n \J'e'•'.._.. ;rViV'tl°i°1 :iTrl�eti4ai+cv� tit n u n its tut It rnil i q ►iYil� I� II rnth n nitrtlh tl Il nit h tit Pri Architect Project Architect Job Captain Dia'wn Checked By 'L7ate TATEOf , 14d." Date By . Revision 'o4s Cv✓.G:h ... ' offj1i e vor C,d4t■t. 4-71.11. F $1 1 ". .'y�y'� :m[' ' lYtd £3�'r+it'.��.xw•xlSaataiL4'L� ' s' i. snd' iY�2 'Z,'.. <r",Y' rr,5...:...:,... IGr6 6t Z-t N4 ON y�, moo► 206.624.5670 Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No. C voLUplit Ill tllf Principal Architect Project Architect Six Al f — Olt si 2 o t+ 24 to I s' QM 13 — 0" ...��..�N ■■u m ■■ ■ ■ ME MEM■■ MOM ■I ■ISM Mir U■■ rr ■rI ■■ ■■ M M I ■■■U■■ I•• I■ ■ ■ ■ ■ ■■■■■ ■■■■■■ I■■■■MIUMM I MM ■M ■M MEM MUM= NE MMMEMMIMM IMMMUMIMM IMO iird ar da 11 -1 1— t.'J®t•atii ■ie ®ieuesss ■II II� 1e��eele ee�er��u I■■II■ ■■■I ■ ■III■ 1 ■ um■■■I ■■m■ ■■ Iimeueenee■Io 11111!eEeeeeeMeee!!le■EeeIMe �■ I ■mils ■ ■■11■ ■u• I�IO1■ ■I1 ■ ■ ■ ■ ■r ■■ • MINE MN � .rrra�� n w��rarrrr� t nr�r� wrwwrat�wrww�wwr�� eeeeee e■ei eeeeerei■ ter• ..r ei Iee®e�r�enl�ere�ieele■I eeieeNle�re■1�r•I miff M■I� ■■r.■ ■i""i' ■e•" i'i ■■�■� ■1� ■�•r■�■ ■■ ■■� ■■r■■r■■rr ■ ■r■■�I ii■:: i = iiii iiiiiiiMEii 1■11i1 -. u■®er r■MiiiailMMEMMINITHIMMEMMO1 1 1M jn1 ■■■ ■■■1■■■■ II■Ii1■■■ ■■11i■■■■ME■ ....I ■ ■ ■ ■ ■t ■ ■■�■■ ■■■ ■II■ I I ■ ■ ■ ■■ M ■I ■■ ■ �.�.� m I■ ■r■■ ■p �eeele�meel ■■rM■elr. e rr �1 a r■r. Nl■elimile� ® r■■■®■ lii" ■Deli■5■ 1111iiiiiiiiiinsl ■Ii11asii lei au ■1 ■ ■ ■ ■ ■■ ■■�� ■11 ■111.1 ■ ■■■■ ■ ■■ 1 ■ ■ ■■■■ ■11 ■■ ■� ■r■II 1 ■ ■■ � ■■■ 111 ■ ■ ■ ■ ■f® I ■ ■■i ■■ ■ ■ ■ ■ ■m■ ■111 ■111■ ■ru ■ ■ ■n .. a ■ um ■■■ 11 — rarrINE rw rratw irrrrwrr01 �rwww- ■� ■ ■ ■ ■� w�ww 11= !IMF. 11111 um Imo •••• mum — inumi NM MEIN MIME IMMO I Mil MMENNIIMEMM MUM, MB 1111111.1111= II 1111 � � 111 I ■11 V1 �E ■ I � � ■1 �M 1/ IIMMENNIMOMMEMEM MM. NM MM11111 MOM 11111.mmil MI MMENEMIONMOMNOMM 111= NM MEN MN MEM II MI MEM ii t i� =i MIMI II PRIM rrllleleieeeeu�elel eeueie�e ® see ......®ee WWWWieei..e I ■r r m■ rn1 IIIr II III111 ■III■I ii�riil■ ■III■ ■III■ ■ ■III ■■III■■ :1 ®III ■■III ■III mapipmai I ME RE liEE • NMI M mil NI Om mm im :: ::: Cad: : 111 • 1111 m mu momemmil mm PWRNIRMFMN 9 D 0 0 0 0 0 e first floor reflected ceiling plan 3 11 611 14ep.114 0 mama. oF Twin" X,t1C 18 gE761s, OWEi0 Al 14 1985 -' OIS011 Evergree tats Const. In walker architects 1507 western seattie, washington 98101 206.624.5670 rya • ALUM G 'rA+M 1 �-+ lZ y!o E�l`jtij rLl.. !le ilk `4) ft ,�ti t- { 4- r x ' , tit F - i Ft.* G F +cgjr IRA., - u WMJ. HO -Wit: 0 5t41. oNp: �slCse Metk. Hoop . 'f e.A. t-irxaM MULL %It trdRi Cfic- FOOT. I „ 11IIln n 111111111 II11l1111 111111111 millllt lill�lhl 111111111 11111101 If Ion 1111141 mill 1'111 l mill n l2 Gk'a�l.• 1' I OftfiNaltia W / 42. 40 "mc. Klee > ►•'> e4r0. Alo 4A,• r TIP «L 'f '{� .e. (' e. 05 WWXI/to r.;' 4- ,Ards;,C. t i}4R.i theta... • - ride- 44 . 2044. 0/03k4O �eT .t 51 •.'�o 610 ti Czt-li t C:uJ I t a 0+0 0242 � N ..._.... IIt4 N - -d' ti rt,c p. t:t. Fel< . r. Atig =11,44, 442,42 � PitkNet-cer erga' 21- i l WO" ba.TDWk t ' 1.1t 1. 1,t To C44 • f30,4 re, ufq A N WALE 1 /2.' WOO tt, C eR 4 1 1 " 111(4 `18 No. Date By Revision Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No. 206.624.5670 REGISTERED ARCHITECT CM rontntl mrtnrt nnirrrt rmbm imlim rrnhtt� Imhm !orlon tmhni intim! nrthm tmittn Itnhm ! • '1 .....••�1�8 " eiwo ;WICAL ...M' rApPio *rut* .(hpe N t� 6). 1 r */ ''W1*, -Typ4 4.. —"" 1 hrUtakiYPk ------ 4p ;.two - •.,�........... G{ --- Category Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No. REGISTERED ARCHITECZ No. Date By Revision 'I' 11(.\\T I 1 ;A til cu f �rt�Nlt INll�tlit i!1t�Fnt nnlan nnitrnnr►Itm neltnt indult . 6614•44I . 'fir ' &! /a✓ r 4 6141 tr t 1 r 4H Cpl tiwps ALAN -- (�1 I�J G1.41985 Evergreen State Const.' Irc. Principal Architect Project Architect Job Captain ;w Draw': By Checked By Date U/ Job No. No. Date by Nevislcn REGISTERED ARCHITECT STATE or wASNING1ON 1"110 g 462 WG ft IG / wt. x IG "f'YP. J WO.x 10 18 x00 WIgx30 FOR 4IM. h"rAI¢ p -r P, Tee *Ea. Aorl•H. 9141.1* 0- 1-1 is i'IQ.lp ( . HIP LnANPINI1, 14S xG+ "Aflk t�- mplya‘ype, 'rrr + • , Der W /2 -'' d $(/h.. .gip►. L.4,04- x7*, i ' • w/0 -*/* 1 1507 wester w sh' a . {, 9810 206.624.567 No. Date By Revision REGISTERED ARCHITECT Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No. Category Sequence 4•GA6E. t %► 1 1 -' L4x4-x01 C W Ox Core' F02 second floor plan conk e 4,. NOrz-n-i ! t+tlltn nnln +l I I,I tIl nrthtu !HMI 111111111 ntttnn ttnln }t tnml)I 1;1111111 t 3 064.14 c 16 GNi1E w/ 4" GONG, TdPPI NU * H *H Gs 6-W0.0 sW2.0 L A' x4 x '/4 ss O W /2 -WO M.P.t ` V .HD44Na. 4. 2- + x G`A.b 9'D GOtJ(i. WALL RECEIVED Cm OF A x IIA 18198S 4 : WIN SW 1 PILE CAP DETAIL 2 PILE' CAP DETAIL TYPICAL CONNECTION DETAIL AT BOTTOM OF PRECAST WALL f \ $ 4-- -4- \ �. TYPICAL 8" PRECAST PANEL REINF. AT GRID LINE A / 2 -'*b 1". K 17'-d TYPICAL 8' PRECAST PANEL INTERIo FAGS OF PI2S4•4501" GD1•!G. WAl.1 -. WINDOW OPENING REINF. U PANEL AT GRID LINE A • P' p' E r �..ow4.. 14044,- x5 x x 0'--10 <iEF 1701,4I. Iq - h EE WorAIL. Iai. CI��p 6 " >stti Z - vc IGt =d` 0 Pielt12. `4 &10 "VICIM! CM 1 it t f ` \ non! nttl'tti tlt1IR1! ,ii,hin Milli!I.nuhftt TlTIilll IIPIt tll ipllttit It 1ttflfl ti41�1f11 lil!Illt !!il�l'.'!tdtlihlt! 4 PILE CAP DETAIL CAST -IN -PLACE WALL REINF. 04 . s " 27 PANEL AT GRID LINE A TYPICAL CONNECTION DETAIL AT TOP OF PRECAST WALL oo° I !' 401.14. t.4bM.. PrWr; 44044 PANEL AT GRID LINE Al 2•';4 -we ANEL AT GRID LINE Al • 0 A 61RO Z *iH. ~WO. MOM. p IS.=d Oerlith 11!Ot44010rr'r1DN 1140 00440, O 0 01.044* '' VP! slab schedule r4c 6044 to, TYPICAL SLAB REINF. DIAGRAM d * *iv. PIPE GA-. 15 iw!:. .I'ill+IwM 0. CAST -IN -PLACE WALL REINF. I. vr-t-ING! 94 0 0 t,oklenIT. iZEtNF. , + hIGHEO. its l5" Hooz. 4 nrciviv v g-r 4 rozio" HOZ12• tip OP $04-1 rag- W - ONTA7I9E- THG FOrc pII.E ON THIN "21(75- .7P HL'1.4... N' I 'E- 4- OU'ryuu;E - rH� bI.Dln. "/{ 111.10 4 00440. /C 6s244.1. P.101 10s, hl -1 h I I:G "gW, I WY OF lECEIVED lUtONILA ,LIC, 18 1985 o—' .7 veizer f auna SEM NOM: a 17bW ; Past. VER'C `'1 t-. IN—to dlitte tor 6►N1. OD" MCP' I� 1,'1I'Le 206.624.5670 No. Date By Revision STATE OF WASHINGTON Principal Architect Project Architect — Job Captain Drawn By - -J KH Checked By , POI, Date . Job No. - e* 3 G - 10 Category Sequence 4- G'uG• F C-1'', et> 3 PILE CAP DETAIL 1- eogiptiorr �3- TiM2+Eiz Pier, Z "r 4, F EF►. i*F - m:: PrrA�J AOli rat7. . A - 7xt X t�."A14• concrete beam schedule ifirre.. orkosti +1ZE. trO4POIC4AKI/ol N 2.-leo .4- 4- ier...tARJegoi ON *I Q 4,0%.1 p 4s.0, 4cte e" 'WON, GO. ei s 411&•Z •' 404 441.- A s 1 E4I Vt.! W r 441C1D telNI. k7 at..e....y. +r-c.... eleANN . L" 4 12. to a e) 446.3 14" 1P-4#41 2-4°4 3 •••• eor WON-. .4 - a 41004'' 11 ----- 1 4-4.4i 413-* I *...*j 40* : a• 14 -n-tauot,o 613•4 � I 2- 3-4°41 2- I L at le '11-101.401,4T e197 14" 0-41/io a la - ri-tzuot-tr 410-8 A II 413• I4 I '-IQ .I I pi, 0 610-12 14" -4.-0.411 2 IQ dre.0 lides'ad-4 es a- 0 610-0 %4 11 -- f v..,-4•6, 0-*,a 4- 4@, �'- I4 I1 *-4,1 A---*et 0 to e.el," 120,54- 1 zo a el 'i'-15` 14 " 2.-ios 2- 4 e, 2- L a is" -ri-no 60-162 , 4" 4 - 4-010 3' ts. a el 12 a a a 6,3- 17 I 4- 6j --- . 10 a a lio"Aki...1 t3 a 6" 4,0•43 14 aV 2-4`b 2-*4 a. lb" -rmiztAotA eml3-1 14" f 1 --4*'4i 0-*to **4 0 to a- et 1121' 0164.- 1 6 a • 60•20 tk 1 ... 12(1 6,13•21 12 le) ... 0 -A*1 0- L a 12" -ri-iretAcm-r 401.2 12" le! 0-plb'l 2-*.ot e... 12" -11-114.10641 410 14" -*Go -. *0 a vi ot Afs-04 14 0-41•1 *ei 1_41' ca. ill -T-HFELActkr e� . 1 z- 0 . , . a 10 1'1-ttzt.4oik1 IlL 61b-21. 14 2- Os ED 1 0...0,e, go;- ;•1 .. , • tt 4.111MOOPOINOOTO, o- 0- r0. 1441.40141' concrete beam schedule 0-4 z.5.44-2a, -12 404 to' t z,w. a 4 , TYPICAL GRADE BEAM REINF. DIAGRAM 2** scrtvottletot 4,144_ 0-*aa a le 11-40.44.krr HF41.40i41* *. -Nte,14491A-r 61= X. c..1.4. k104,7a (Peaasil 4.4eaker*.‘or-6/nON KlogO: *vac- 14/<1 Kovz %4(Z4 4P• oki9 na. o rige.-e.p.irr 4 Graf: 2-3//0) Oft -VW 1411.11701 tOniki Fagli•JK PANEL AT GRID LINE A 40 .4 ig.- -rot> 1. Vo" v.V.0. . 4 ss 2.2./hes• MU s ZO "NO xr.•" 4911AV ID 11 1A11:* 1400.e.. --...4 v4.r: I oessoe. )4 1.9 -1. 41 OP •••4 E..00rg/s, 0-4 I/ I. -11111-1 tigNigefo, ilfilf •ONONIONININONO t"-O' • iitths".1 u,,,m, titlitmlimlim Indult , 1 roVJg-10 Gozir? NIC.•4PT *NWT: P•11,..1%. si'01 -roe •T‘TP14.ne4o VAE• 13e.04.1 4•K•eto r PliCrrN Lo ZIO,& 15 21 2.40 0,...400t 2.-400 2-1 ico j iws .4. *A- 10" H0012, tWA-Ca-1141,0‘. :IgIGIVCAlt•A 0. 44/IJT.' Ci. drop ---11 1116115W \ a r2r ' , 00 oo' o°0 oo PRAM., . o t7141M050. TYPICAL RETAINING WALL 4n:cit. Arum. owt..4.. 0-#.4 kOt41.1111 iv64 444.00 4040..eg.w. g.0444,A404, *go. ex•INNI ocCitsto: ;n 4 :.4 0 - 0 GRADE BEAM GB-32 DETAIL romurismiarommoa taw WU. *,;■• .L.,4“••••. • • • • 4. 22 GRADE BEAM GB-33 DETAIL IrAkTIGNIC: 1"Hltoot t4 JAW'S*, .0 40 4 , • . • t 4 ale VE-wr •.4 GON 4 • 1 * MAO. • 4,4.14o.14.AOA 40470. I. 440^,11 Ade.4 4‘.47. 4. virerpot.. * wia- or40 $44-rct4-9 1 WM) &W. &Mr. 400440. 011. •VGH Gi10 • 40 0a1-10 , C3 0 ton.4. 444 pp.146i.. .goo 17/.e> ,.i.4.1-r.owFs 6511-410 i. Tr.t41:7 .4 4. O'ENP -rye 1 I I T .-- 1 I roommomioo. MOON ONIVINNINA.00ON •OONNONNO*NoNiNNNoo* . • • ■• .• • .• • eds • •„ 4 ,•„ • 1113 I &NM 1111••■••111...... lirAT17...b. ON. AMP •IrtnizrgAF OP" Jbli■Pr. TYP. CONSTRUCTION JOINT AT CONC. BM. 29 24 a- 2! 0-# eip■..rr 41r.4- t z-a (1 464'0 Ni 4g4(1. 10 , w. 15. OloNIOYYNNOONOO oNONOONO•OoNNAO• YONOONNOINN OO.NeNOONN•o•Nos 14 le WA 1,1'4 3•4 IW'r! CX 0 Oro GAP. eis 441,14.. 01-1. 44.4.1C9 613-33> GIALP .0004 Plefr44 P790,. ge444.1q (#. girel'Apaniotti4P4,4" *Of', VC,fro41.. Ner. Orre44. l ara4. e012. eile• OM. !,•40 , 0044tiewe 4. oVerix VI • 4 hoOLANNe. r r •uze-2 "ie.r.-41e.at.(7" Jon.rr AsPrteDvCV Ak fr i l z f o teeln aN Je2N1 r . -rr r 010‘4 i 40r:op' pecao. TYP. CONTROL JOINT PAKICI1461 r. 1 1, 1 - ht.-Pda 4q4.41 peC.-4NF: , 4 12 18 24 TYP. CONSTRUCTION JOINT' / eotorr: 0.4-i-' )-to3 •• lolwi A Vo"Pt 1 +,6444.a otolooe.teo Or4fAhigl.. istroilt •Ar...446101.;EIVED ary Of IMOLA PA 1 8 1965 el amaram• 0 E@ERVIE AUG 14 1985 vergreen State walker architects N o. Date By Revision 1507 western seattie, washington 98101 \ REGISTERED] ARCHITECT STATE OF WASHINGTON Architect Pr n Project Architect Job D r Captain a w DnBt Date e e y ‘ _ Checked By :04 Job No. Ti JI(Y\TIL/4.. O t LicilltiNG - FIXIJOE SCHEDULE .....---- ....- —. ..........................-----_-_,.......- TYPE - . DESCRIPTION MANO0AtT. CATALOG NUMBER - • LAMPS ' - ftitr WATTS 4wriAus k; - ____ K-1. 2' N A 1-Limp, 18 Cell Parabolic Troffer. Rapid Start With Energy Saving Ballast. Semi-Specular Silver Pifilsh. Liihnnia 2PM3G0-;-340-18 ---------- P4OLWX/ RS/SS 121.5 121.i 277 Volt, Energy SaYilig Ballast 277 VOlt, Eneigy Saving Holiest. ...........- ....._____-_-_-_—___ . S:ime As i'vrw! 'A' Except With Planter rra,..v. Lithenin 2PM1G11-340 " " 13 ----- 2' x 4 , 2-Lamp, Specification Grade, Grid Trriffer With Plaster Frame and'1602 IT ctahilixed Acrylic Plnstic Len,. Lithonin 2GS240Al2 • 11 77.5 • 217 Volt. Energy SaYittR Ballast. . Ai" r0Inder Vp/DoWnlight With Black Baffle. White Paint Marto ' 8202004/P . (2) 75W ER30 110 Volt 150 .1...rn................ 1 4 '. I-Lamn Surface, Wrap-Around oi 8', ' '.'-Larrip. TandeM Wired, 100Z UV Stahilixed Acrylic Plastic Lens. Lithonin , CBA40 or 8T-C8140 , k F4uLWX/ RS/SS 44.0 277 Volt, Energy Saving Ballast. Provide All Necessary Materials To Han Fixtures. ......•■•■•■• .....11.........., : : ;!., t', 6r 4' Strip Hittites. 1-Limp, Ropil Starr (Also 8' Tandem Wired). Lithonin C-140 " . — 44.0 120 or 277 Volt, Energy Saving Ballast 4'. 2-lamp, Rapid Start,' Staggered Strip Fiflures Por Continuous Row Mounting. Lithonin SS-240 " 0 77.5 277 Volt, Cuergy Saving liallnst . II ' P." Reflector Lamp Downlight With affle. s Black Mirt0Rt00vr B . Lithonin R8AMB ..., 300 R40/ SP - 130 Volt 300 UL Lieted For Recessed Locations and 1.C. Rated. 11-1 Same As 'H'. 'I _____ Laborite RUM . -- 150 R40/ FL - 130 Volt 150 • o 11 11 VI 41 ---- i I50w, Open Reflector; Wok Cone. , ‘nlight With Block Baffle. • ioe .---- Light- • tiller 7054-A8 .....,__ (1) 75w A-.19 9 - 130 Volt a 75.0 __„._ 4,„„,_ , _____a.. Recessed Track. Single Circeit l'oloss Indicated Otherwise - Light- olier 6002 Length As Shown. N th 6002 Fltingeless Recessed Housing. .......-,......-. : ----___ . .._ - trArk • ixtvres. hight oiler 7540 (I) /5w ER-30 130 Volt /5.0 ' , __- Track Fixture. . .,,,,!..1..,0,,.*•;*. PAA,*.*A. . . Light- ' ,..... ..korimomns 7630 tl) 0-250 , _ 250 I - twommidno ef.eff ;;. " • • • 12 Vet. r L r IOR 1 I( 441"INC,. I ' PI AN 7 cid EXTERIOR BUILIA‘ii: LI(,4 :TONTROL, DIAGRAM SCALE : NONE - • Y t•) _ mo 1 ,-; pHairf,11.1. oNTED ;f1 MA i Pr, F' P SOUTH J U . - rn 7/4e T I Rir.R SEE SITE PLAN 30 AMP. G(X)V, 5 POLE.. ; MECHANICALLY HELD. LIGHTING ONTACTOR IN NEMA I ENCLOSURES. PROVIDE, A HAND- OFF- Am' SELECTOR (.51/4/ITCH !AWN 1L . IN MU .OAR. INSTAL CCNTACTOR" IN THE ECECTRIC U(X)M. -r - • 4 -4 • r __ • nrsolivrioN ' • • ...........-......• 4.4. 4, v )....4 44 7 t -- ' 1 400w, hrs, Henry-Gauge Aluminum 060Sing Square Shape, Dark Bronte Color, Matti- Faceted Reflector, Imp:0 ReSistant Tempere0 Glass Ivhs. nOw, Metni Halide Flood Light. Hea*y. Doty Die Aluminum Rousing, Impact Resultant Tempered Glass Lens And Lenart Pr-fitective Shield. Rectangular Beam With loke Silpfitter. Step Light. One-Piece Aluminult Casting With J-fox impart Resistant Lexan Lena With UV Inhibitor, Gasbeted DoorFrome. . Suitable For Casting In Cnne.reln. 150w, Inrandes.ent;Heavy Duty Acceat Light. ChM. Aluminum Rousing With Gosketed One-Piece Hot Dipped Galvesited j-Box and Cover, /- J1' Fiberglass Light Pole With Anchor Shake- Base, Tenon, Caps and Shroad. speare • Hubbell I C II 1% ti As Jul I. P, Devine M-1 Same as 'M', Except With Ohot-.Tell. DeVIne " " " " a a N 400w, UPS, ileavi-Gauge Aluminum Housing, Devine PCR1620140011PS 11406 Rectilinear Shape, Extruded Aluminum Door Ftame With Impact Resistant tempered Glass Lens. ...•••■••■••11. RIM 114 1411S-02053-1613 NHS -SPC S • Round 42" High Bollard. Extruded Alumina* tinuattip. With A High Issatt Cleat Aervite Lent. Alitak OttlAttot. , X311 Lir Exit Sign. 'Single or Double tare. Satin Aluminu* Finish. HIV-2020/-400M •••■■•.. Ift***4..4.160. •.******•-, 04. 4.* 4010 With 3-2 liat .111.• 111. 1111-70111$12046,11 LEXAM mt mirRAL NOTE: miry COLON AO FINI,S11 Of ALL FIXTURES PIMP TO ORM !AMPS ; LU 400 14- P20/ 290 120PAR/ SPISS 130 volt (f 1 • I k' \ . ,044-11 . • 46' CM o o wit111111 !intim indult arthili nib)! alibi(' natal! ;:111finandlifi 7, 7,: „ 'Ail; 6 A /4 MN* A ••••■••• . ro. .4 / 1= • r • '400.011*00•*A*00. MARES all..011120.0.8.0111a**0111 277_Volt. High Power Factor. -20‘T Ballast. With Fuse, Type V Distribution. UL Witted For Wet Lo Provide 10 rt. Pole Listed Below. .1411.4. it It It $t 10 It •0 211 Volt, High Power Fos-tor. -20 o r Ballast. With l'use. Photocell, FL Lilted For Wet Locations, Provide Ml Ft. Pole Listed Below, .1,1■ Color t' Match Fixture. Smooth Finish. 277 Volt High Power Factor. -20 Ballast. With Fuse, 11 List ed For Wet Locations. - - L0 70 97 277 volt FL Ltott4 For Wet Wort 30140 12(1 Volt. 14. Listed rot Wet LOCOttonF.. 27/ oiv. ....., 1 l ;; i :Mar •■•• •••• ••••••• 211 Volt WW1 ?nevi Factor Ballast, I,R; Listed. ‘' • ty 21 " 4 fi • s I 44 , 440-$4 • Pi • ..••■••■■■•■••. 4 4 . • .■ E 0 E!1 r • ET LA I 1h) 7 L ,A 1 V. 1 1- ' I AT; N !At F• 3 ALL roerk414 Ator t • F i c•It4E vv. s "s L, oy, ; T t Hom e 011 ttt . - .:..M, . - 1 - • .........r.: f .T 1 .,, . 1 , EH.: AzRANA FIX "r‘ mits,i1) MECHAM' :AI PIPINc 1111t t WcittC U LW ‘; ' CAN INC: IO NI r. NJNO RAtt r AN' *it ti MC MI WI • : i _ 1 i .• Ai: L t Z (.4 l„ a . . 4 • • ' ..1,.... ; • i 1,....„ • f; - 14 ..;,! ii c. ,. .; - - 1- : -.: • f: ' s....... $.; ' • ; ' • , l' • I ' . 'I i i ...... i 1 PI L • ; ; 1 !P l! • 11 • EL] 4 1 • i :.• , . • . • i i ...,,,. _.... ,. ...}› '(_:- ] ,.... I . ; , .... first floor reflected ceilipl p an 0 0 001.00.• 4 Sm0A. ALLOWED CONNECTED ALLOWED CONNECTED 1,11ALOR LIGHTING LT Esaqut. .11011111,2 ENRGY, PADGET RECEIVED COY OP TukonA LUG 18 1985 111111161//fli 1,632 WATTS 41,265 WATTS 10,900 WATTS 5,736 WATTS MCKINNEY & ASSOCIATES Ocedanwe ENOWIERS iitniAvt N.E. Itoutie. WA 26033 (206)626-6453 ........ 4.. ifq- ',tus -z to - 4-4..).....».... et, •., • ,z; ,;`,- do Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No Category 111 #:C■6 t*G Al ....... • No. Date By Revision REGISTERED ARCHITECT STATE OF WASHINGTON NC TI1KW 11,A - Pg3IYAi v9 985 MMO State Const. Inc. olson walker architects I507 western wattle wa 98101 206.624.5670 Sequence fiK r- RELAYS Speciflcatioe: Operates :•on 24; Volts, `20 Amp' Rated, 120/2`77.'Volt Ad .•' Cabinet :Daeigned ` ,to. Hold 24 : Pe.lays...One' Transformer Oney •Rectifier' Assemably, +and:. Terlaiaeti Stripia' fait; Line# '`end Low Volts1e` Connections. k.avy- Duty:Silicon Rectifier `for, Uwe, with .Low ioltege Relay , '12 24 Volt Siceedary. . `trelt- AMpl.ree ;.aaa Reelutt ed ` , bY the }-Systlaet. .L. ;lastad, Se /table? for lastt .11 • $ignal':'Stiieait.` 4 -butt, Dopblsil 'hrae NoIei LIlr)r Contact, Noneet l ►' hated I5 AMrp,° 120/277 Vol t.b 'ivory Randle. . 1J L.7 Tints rrer oa'ittotti Master, SilactOr Switch with Sepetilte On . and 611 -Kaaba,. hdry, •11I'brtibetttd' ry components, wiring, and "labor al low voltage lighting'control on the drawing's, is to' retain" its tint) vaster 'selector switched nist's desk located in the building The master selector' switch will h- .` remote : switch. "'In; the electric ith s11;`of the relay.. and a'low . to -be' controlled are indicated on Contractor is toupply,all necessa to provide a'complete end'' orates.' '• Each remote switch, . shown' on-off.cepabiISty.° Two twelve --pool Sorel. to be lnratalled in the•' lobify`) (see'` Architectural Drawings). periil]el>'the onf -off function of eat rooM,sprovide a' component cabinet ' w Voltage" tranefotaer•..* The" dircuits" the panel schedule. • The' follewin" 'are mu gest•ed manufacturers' catalog numbera for some of ' the 'components. r•Altitrnate manufacturers are acceptable as long es 411 sy.tea'eomponente` are "' by the same'; manufacturer . t . ¶(4;3 q.N141 <<eitmr n n nlnn rn►hm m :ltn� nnitm nninn uhunntdn, 11411111 sn tr tertln 101111110111 t /1? *IC FLAG NO TtS AT THIS L)CAtiON PROvtDt Two p6 AMP 2'7 V&t wITCHLs AND FOUR 1500 WerT 12tVOLT DIMMERS, All FIXTURES ARE I 'WE 4 A' uNLESS NOTrb OTHtRwis . Al' l LOW VOL1A(t ` C:AMLINC; t4 PLENUM RATED ANt► WitH Nf;:C ARTiCt.E 7 ?5. ( 1 '1' 1t ..�r�,.ia� �.,ryw.:. w�. ." r. ..•';: Lei GS MCKINNEY & ASSOCIATES COMMONS EmItatE 1S 9401 "' lit Ayr. . N.E Kam, WA 96033 ) 33 I wes � sea washi rtc Principal . Architect Project . Architect Job Captain `Drawn By— Checked By Date Job No.. a a WAI,KEA OMNIBCOX ADJUST UST BOX TO BE FLUSH WITH ' FINISHED ■ I LIB CI}Nnu 1 qc URl.° DECK `)bNef ION .A IN $U9PLND (AILING SPACE, I Ow : ....,.�.- 2.5K .....:. .dam.:::, 2 , ; 3. KW a 1 r . P CONCRETE' TOPPING IY2 METAL DECK --- -^ tit1SNING` ,,--= COMMUNICATION ' O DATA CABLING COMPUTER ROOM DRY COOLERS 9.4 I-I.A :'48OV 30 , NOTE t" "SEAL CONDUITS:: WITH UL APP F ONCE CONDUCTORS i A F IN3TALLED I► J t -okW j4'e- 66,6874 2.11 MII -31.3.3.35 m4•9. I/4HP, 2OV. A2 -33 2 :12 2.01‘W 2.y? 2.ak 2.2/ 2�r ' ' 2.2 •*.rc^r.:.e hst�s riar c v. AZ -6 c l U ln nnln+! I11IIn11 111110!1 111111IIII111111tt1l1191:lII 1!1111111 111111111 1111IIt1) 111111111 111111!11 111111111 111111111 11111111111 .^ac w* +scrrcra a 31 2 - 3 8 • of flfl [r `LAG NOTE PROVIDE A CORE DRILL AND A 1" CONDUIT THRU FL( R ; AT ',E'AC11 LotAT(ON 1NDICA to FIREPROOF' CON tJIT' N' CE CONOtCTOR 5 Mt INSTALLED. VOTE CONDUIT THRu it' r R C I L IN oTHE LAB. vtq,EY VICE t OGATIMS WON ANCNITECT PRIOR IN PRiiiX t VNECMN 1 A C,tiiMG MCVN!'t.I) PROJECTION Nit, N. I .:TAB.. A �'VIr H ' t � Jlv RI;OLp?tD B cKFr N NtANk tA: t(jRF K� ICE AR T 4 DC ` r�r l�t>N . MNN T C II Wk L1GNTINt CONTROL AND I AEII SO4EC TieN rftEEh• WI, AN Pic* AvFD FLAS K. LAMINA1r„o NAIV' P!ATI FOUR 2x2' RADIANT. CEI1.I G ` PAN LS ."1']5 WATT, 2'77 1�`$4T EACH. Ft;'RNISMED BY OTHERS. HVAC PI~RIVICTER TERMI `PL UNIT I. PROVIDE: I E COM NOM BY' CdU NT I A uRtR, 3,kW 34' t• {r 7 1-+. MCKINNEY & ASSOCIATES Copout yAO EitiomEERS 9401 i I2 Avt N.E RO61 t0 ergreen State Co 206.624.567 No. Date By Revision REGISTERED ARCHITECT Principal Architect Project Archlteot Job Captain Drawn By Checked By Date Job No Category Sequence SYMBOL 0 -0 -•e =0 to ) LLJLL AI''EOUS ELECTRICAL SYMBOLS DESCRIPTION FLUORESCENT LIGHT FIXTURE. (SIZE AS SHOWN). SURFACE OR PENDANT MOUNTED. RECESSED FLUORESCENT FIXTURE WITH J.B. AND FLEX CONNECTION. FLUORESCENT FIXTURE WITH JUNCTIOd BOX. (SURFACE OR PENDANT MOUNT). FLUORESCENT STRIP OR UNDER CASEWORK LIGHT FIXTURE. INCANDESCENT LIGHT FIXTURE. INCANDESCENT BRACKET MOUNTED LIGHT FIXTURE. INCANDESCENT LIGHT FIXTURE ON EMERGENCY CIRCUIT. EIIT SIGN - ARROWS INDICATE DIRECTION TO EXIT. WALL MOUNTED EXIT SIGN. FLUORESCENT LIGHT FIXTURE WITH HALF OF ITS LAMPS () EMERGENCY POWER. LIGHT FIXTURE IDENTIFICATION SYMBOL. LIGHT TRACK AND TRACK MOUNTED FIXTURES. OUTSIDE POLE MOUNTED LICHT STANDARD. 15A OR 20A (SEE SPECS) - 120V - 14 SINGLE. OUTLET RECEPTACLE. (WCMA 5 -L5 OR 5 -20) I5A OR 20A (SEE SPECS) - 120V - 10 DUPLEX RECEPTACLE (NENA 5 -15 OR S -20) 2GA (SIB SPECS) - 120V - 10 DUPLEX ISOLATED GROUND RECEPTACLE WITH ORANGE UREA. (NEMA 5 -20). 15A or 20A (SEE SPECS) - 120Y - 1$ FOUR-PLEX RECEPTACLE (NE VA 5 -15 OR 5 -20). 20A - 120V - 10 DUPLEX RECEPTACLE ON A DEDICATED CIRCUIT. (RENA5A20). SPECIAL RECEPTACLE. PROVIDE NEMA CONFIGURATION TO MATCH BRANCH CIRCUIT AMPACITY, VOLTAGE AND PHASE. RECEPTACLE IN FLUSH FLOOR BOX. (RECEPTACLE TYPE AS SHOWN ON PLAN$). SINGLE POLE SWITCH - NUMBER INDICATES QUANTITY OF SWITCHES; ON SAME FACEPLATE. THREE-NAY SWITCH. LOW VOLTAGE SWITCH. DIMMER (NUMBER AND WATTAGE AS INDICATED). A AMP AC AL • AWG KT LG 41.0. ( QT IAG DIN DISC DIV ON S . WG �1 iI�GC L EL'T NG2 , BO IXT LEE DIAGRAM DIMENSION DISCONNECT DIVISION DOWN DOOR SWITCH DRAWING AMPERE AMPERE ALTERNATING CURRENT ALUMINUM AMERICAN WIRE GAUGE CONDUIT CIRCUIT BREAKER CIRCUIT - CEILING • . CONDUIT ONLY ' CONNECTION CONDUIT CURRENT TRANSFORME)i` EACH EQUIPMENT GROUNDING CONDUCTOR ELEVAT /ON ELECTRIC, ELECTRICAL • ELECTRICAL METALLIC MINE ENGINEER FURNISHED BY OTHERS F ZINNS FLRIIIaLE . ` 4 *O A_ : NRN6 4FP ABTONATIC NORSEP01IER • HIGH PRESSURE SODIUM . . ROT *Atilt INCE EU„CTRICAL ABBREVLATION$ SYMBOL tv KVA kVAR kW KWH LF LTG LV Z • KILOVOLT4rAMPERE . • `r , : KILOVOLT- AMPERB4EACT KILOWATT KILOWATT -HOUR LINEAL FOOT LIGHTING LOW VOLTAGE MD : kit( BROW • ''' 't• NCH CIRCULAN'NILLB,,4OUSA , . i4ECN MEcOAN1CAL �; MFG MANUFACTURER a , I M Isc .MI$CELLAREOUS MOUNTED NEC NATIONAL ELECTRICAL CSf1►Et �:s' • 1!f •NORTH NFPA NATIONAL FIRE PROTECflON ' ' ASSOCIATION • PE PUSH BUTTON PI,L PANEL PVC POLYVINYL CHLORIDE PVR POWER NWT REQEPTACL SACS. SPECtPICAT'IOM>) ' . •SNI'ICI*OAgb SVGM SWITCNOWN 111. � IEIIEPEON$• TRW ••' * $SVQ* Mtt' TIPICAk 1 CONDUIT GOING UP. TELEPHONE OUTLET. ELECTRICAL SYmS MISCILLANMS CONt PUSH - BUTTON STATION. DISCONNECT SWITCH (RATING AS• INDICATED). FUSED DISCONNECT SWITCH (RATING AS INDICATED). PROVIDE FUSE SIZED TO HATCH EQUIPMENT MANUFACTURER'S RECOMMENDATION. COMBINATION MAGNETIC MOTOR STARTER. MOTOR CONNECTION AND COMBINATION STARTER. MOTOR OR EQUIPMENT CONNECTION. JUNCTION BOX. JUNCTION BOX ON OR IN WALL. SINGLE SECTION POWER PANEL. DOUBLE SECTION POWER PANEL. FLEXIBLE CONDUIT. NUMBER OF CONDUCTORS AS REQUIRED. CONDUIT CONCEALED IN WALL OR CEILING. CROSSHATCHES DENOTE NUMBER OF NO. 12 AWC CONDUCTORS IN CONDUIT UNLESS INDICATED OTHERWISE. TWO NO. 12 AWG CONDUCTORS IF NO CROSSHATCHES ARE SHOWN. LONG CROSSHATCH DENOTES NEUTRAL: LONG CROSSHATCH WITH HOOK INDICATES EQUIPMENT GROUNDING. CONDUCTOR. CONDUIT IN OR UNDER FLOOR (OR GROUND WHERE APPLICABLE). BRANCH CIRCUIT HOME RUN TO PANELBOARD. PANELBOARD AND CIRCUIT DESIGNATION INDICATED. CONDUIT GOING DOWN. LOW VOLTAGE WIRING. SURFACE MOUNTED RECEPTACLE RACEWAY - RECEPTACLES AS SHOWN. TELEPHONE OUTLET MOUNTED IN A FLUSH FLOOR BOX. DATA TERMINAL OUTLET. DATA TERMINAL OUTLET MOUNTED IN A FLUSH FLOOR BOX. KWH AND /OR KVAR NETER. CURRENT TRANSFORMER. ' GOUND ELECTRODE CONNECTION. SURGE ARRESTOR. FLAG NOTE. , . DESCRIPTION 4 1 +w.rwe...n/✓ n.r a s imllwIllhiimmrlilllllllll4H NNIIIII IIIIIR!I�IIItlllll IIIi11 '1 " 20A.3P. 480V SWITCH 15 AF LIFE SAFETY ( PANELS 7.5 KVA ) 48C -240/120V 10,3W TRANSFORMER 1 Y 400A, 3P ( C. B. 260K 300KVA ENGINE-GENERATOR 4 I80Y//277V, 30, 4W TO THE UTILITY PAD - MOUNTED TRANSFORMER D 400A, 480 V AUTOMATIC TRANSFER SWITCH 3P,4W. KWHdr KVAR METER - 2 COMPUTER ROOM AIR DRYERS 200A . 3P ( 2 SW ` 125 08V AMP FUSE j�6ID8R SC4EDU1,11 (4) 4" C. - 3 No. S00 MCN +4 No 150 NCH THW AL 3k " C.' - 3 No, 500 NCN + 1 No. 350 34CM + 1 Noe 2 (EGC) C. - 3 No. 3/0 1. 1 No. 2/0 THW CU 2 ": L'... 3 • so TRW qv 2. Hto. ;2 /o ; 4 i ' • i No 2 TRW CU " 1>�,'i" .(3, 4 $o.. 6 T 1 CU •. 4''jpo. , 10 + • . 04o. 10 (GC) TMON CD: ' 3/4" •C, _ 3 No. 8 + 1 No. 10 (BCC) TiIIHN, .CU 2" C. •- 3 No. )/O + 1 No. 6 (EGC) TIN CU - 3 No. 4 4 No. 10 (EGC) Taw CU 3 /A" C. 3 No. 12 + 1 No. 12 (EGC) TWIN CU a • : C. ' • ' rn . *2' + a no.. 8 (*Cc) ?H>tlf CU .2 (iai3c) T ► CU '!I"!v co . • c;.:... .01): 2 TBiI '1 RO(1M AIR CONDITIONING COMPUTER UNITS ' ) PANEL CPM 50 KVA ti804 - 208Y/ 12AV 30 OW TRANSFORMER � SURGE ARRESTOR 200A. 3 POLE DOUBLE THROW SWITCH �fl .-PANE / COMPUTER WITH '15 ISOL ATION SERVING -.c THW CU MG / 1AOTOR-GENERATOR �lO NP = �B06.- 208Y /120V 30.4 W POWER MODULE KVA STEP -DOWN TRANSFORMER PANEL CPM. 1 1 -1-__ SERVICE SWITCHBOARD 1200 A 480Y/2.77 VOLT 3a, W, 50,000 A.I.C. a AIR CONDITIONING UNIT / g0.7 FL A, 480V 30 FI FCTRICAL ONE- I_!NF DIAGRAM SCALE : NONE See grounding detail - Drawing E 4.1. Provide liquidtight metal conduit for last 15 feet before connection to the computer power module. v 200A 32 L BOV SWITCH XOO AMP FUSE. FLAG NOTES o f 1111 II 150 KVA TRANSFORMER 480 ,a-208Y/ 120V 30. Equipment to be relocated from the existing computer facility. See Note on Drawing E 4.1. Equipment to be furnished by the owner and installed by the Contractor. Provide 8.250 MCM THW CU grounding electrode conductor to two ground rods located 20 feet apart, water service, and two connections to the building foundation rein- forcing steel located 20 feet apart. Conductors serving the panel are not to exceed 10 feet. NEC 240 -21, Exception No. 2. The generator is not a separately derived system. Provide a direct electrical connection of the grounded c•ircuit.conductor (neutral) to the generator. Provide Hy- Press, barrel -type, compression set, lugs on ail.aluminum conductors (see Specifications). Provide exterior mounted meter enclosure, conduit anti conductors as required by the Power Company. Coordi ate. location with the Architect. 2 NO 1 14 ROOF MC.KiNINEY &.,AssOGIA''TES COWLING Ei F No. Date By Revision REGISTERED ARCHITECT STATE OF WASHINGTON Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No. RECEIVED CITY OP TUKWILA r LIG 1 8 1985 IInNIt# MC ■ r1"31.4, rgteefl s 0111 Category Sequence y4 i war wsten wattle, washing 9 206.6245670 si r. .. WRF MTo DESCRIPTION LOAD VA MEM NON PRA PLETINLICKI 11.1W11 , 1 COMPUTER ROOM Alc /sow, IIURf YTO 7o 3 3 II '1 ., 300 so t6 /5076 - - a 5 • /, ,l © COMPUTER ROOM MC , . / 70 fil 111111111111ENEI Aso if, ao I 9 LOBBY I. TG 0 /S07r. Q I COMP. M. DRY COOLER 277/ LOBBY LTG 300 , ., u .. 277/ ��1 2 - e 17 • - • • 9 COMP. RM. DRY COOLER ( 2771 ao ao NM - In - Z . LOBBY UGH I ING 277/ .2 • .. , d b 2 2771 o ; 1 `_e' to] SPACE 1 FLR. HEAT PUMP _ 4 amenom miffing 30 mur 30 a soo. EE 20 � � I 4 5 140T WATER 2 "OFLR. HEAT PUMP ssoo 06i w IRS 30 30 1 i 16 •- - 3000 / 7S• II ' 6 1 1 AIM E1ler■■r_' L " I, aaso riii ssoo 30 i 11 1111.r I ■ � r� ■. rl111rrr ■ ■rial / /aro SOSO LOADING DOCK RECPT. 8 4 1 1 11 13 FLR HEAT PUMP F /1 t -+.11, C'RC. DUMP WRF MTo CIRCUIT DESCRTPTION LOAD co + V 11.1W11 , 1 HALON CONTROL PNL IIURf YTO soo 3 LOBBY PATHWAY LTG ()maw (Ana 300 ao / 5 TELEPHONE RECPTS LOAD VA Wall soo 20 / 7 MONITOR PNL CO aoo ao I 9 LOBBY I. TG 0 /aoo Q I 11 LOBBY LTG C 300 , r CYFER LOCK 13s /so 1 1 3000 ao t 4,0o 3 1ST FLR. NEAT PUMP LOBBY UGH I ING 4S00 P' FLR. HtAT PUMP d b 2 Ir t 8330 1 FLR. HEAT PUMP _ 4 amenom miffing 30 mur 30 a soo. EE 20 � � COPIER RECP 4 5 140T WATER 2 "OFLR. HEAT PUMP ssoo aaso 30 30 1 i 16 •- - 3000 / 7S• II ' 6 1 1 AIM E1ler■■r_' 7 " I, aaso Ali ssoo 30 i 11 1111.r I ■ � r� ■. rl111rrr ■ ■rial / /aro WRF MTo VEEO OPLUel MTO [(STOP 0 ATM taco TYPE A2 SECTION of �.. 10,000 A/C p cc J vats 208Y/ 120 B � J 1LYFe PHASE I�YAw Ce 4.3 ISO OMO IIURf YTO v T01 fFEO 4- 1111 0 100 violas LI ()maw (Ana afEEO Yam O FLUSH YTO OSTY PESO 1 - LOAD VA Wall 4 9 9 Iu o1SCRI•TIOM LOAD VA CS CO 0 .DAD VA OE SCRI►T70N N� 2 A 0 i Q A 7 A R C 1 PANEL K /, o91 13s a 1 1 3000 ao t 4,0o 3 1ST FLR. NEAT PUMP LOBBY UGH I ING 4S00 P' FLR. HtAT PUMP d b 3 Ir t 8330 1 FLR. HEAT PUMP _ 4 13 30 1 30 a soo. / 758 20 � � COPIER RECP 4 5 140T WATER 2 "OFLR. HEAT PUMP ssoo aaso 30 30 1 i 16 •- - 3000 / 7S• II ' 6 1 1 AIM E1ler■■r_' 7 " I, aaso •I ssoo 30 i 11 1111.r I �o / /aro SOSO LOADING DOCK RECPT. 8 1111 r 11 13 FLR HEAT PUMP F /1 t -+.11, C'RC. DUMP 3000 s?f•' ^ .o 1 a0 I /vY0 '1000 - 10 30 - 11 PANEL COOLING TOWER NEA '113 15 soo I IIII1 v000 ao ao a o I ao /Soo KITCHEN RECPTS. 12 ItiECH. CONTROL h 1111 13 ROOFTOP RECEPT 500 - II :' ■■r■ 30 1 750 Elm KITCHEN RECPTS. 14 15 PERIMETER OFFICE RECP /vy° ao cQ lirr 11. 20 I ■i,r■ el■ . 1 Sabo q " " FER►METER OFFICE RECP`i6 2 r..rrA__ ■ I u um m ■ ■aii �■rrr - /067 ni 17 /, 1, ,, m / vvo 3 2.522 Rsou � OI re A v PIET A ill ; o 1 22 / /7(.0 " •, 11 18 /467 19 " 11 it 14010 /OHO ��, 11110 /01110 20 I 24 a0 s /080 I COND. WATER PUMP 4 -- , II " 20 ao 3 1 '_ n /1 /r 111 - ao / /080 " 0 OPEN OFFICE RECPTS. 22 - 1 " II I• 06 23 �oMP ROOM RECPTS. - �1 1di /s ao I Saba ao 3 2 /06 ;)PEN OFFICE RECPTS. 24 Z41 ,s r' Is jro �o 1 //70 BAT HROOM RECPTS. 26 - 2/04. 271 IGHTING COPJTAC 1 POo ao 1 3 08 7.7o ' STORAGE ROOM RECPTS 8 EN �,� 3/06 291 BURSTER / DECOLLATOR /a00 ao I 388 ac / _ 300 FONT RECETIONIST RCP'30 36 • ...■r 318 3* ROAJDROGM fit FHY ! TS 373 a 0 I SPACE -- a0 / 900 A "Cr OVflCE RECPT. 32 39 331 ROOFTOP EXHAUST FAN 6 96 '55 I a aotI /aoo _ LANDSCAPE LIGHTING 34 CONNECTED LOAD: 9a. KVA //4 AMPi 35. SPARE - ao DEMAND LOAD: KVA AMPS ao / --• SPARE 36 37 r(ODRJC MWAGODE /000 soo I P ao ► / / as - 3 _ /LISS' ap/a PANEL 52 38 39 WORD PROCE55OR ,. 40 ::-:1. NORD PROCESSOR Jo I - - /312 " /, 42 CONNECTED LOAD- / KVA 300 AMPS .. DEMAND LOAD: KVA AY /S REMARKS 4.. '. CATES CONTROL BV L.Y RELAV t TYPE I PANEL M-4 SECTION _L Of -L. 1 11.000 A/C BUS VOLTS 480Y/277 PHASE 3 °MAIN CS OISC GNo RCAF MTD 11 TOP PEED AMPS ZOO WIRES 4 aTAAN LOOS OFEED THRU O PLUSM IGT0 OSTY FEED 1 DESCRIPTION LOAD VA Wall 4 9 9 OE SCRIPTION CS .g� A) VA DESCRIPTION 0 A 0 3000 � . A i LOADING DOCK HEATER Z I" FLR. HEAT PUMP 5� _ 3 e TIC TRACK LTG • g 1 1 3000 1111 rr • ■■ �� r 3 1ST FLR. NEAT PUMP 4S00 P' FLR. HtAT PUMP d b I � 5 1 FLR. HEAT PUMP ssoo 4 13 30 1 NM y j ■r■■r� sc a �r ■■E ■r■ soo. $ " FLR. HEAT PUMP 20 � � 11 750 7 2 "OFLR. HEAT PUMP ssoo () 7 30 1 i 16 9 30 3000 - - 2" FLR. HEAT PUMP 1 1 AIM E1ler■■r_' 9 2 "D FLR. HEAT PUMP •I ssoo 30 i 11 1111.r I 30 1. ® SOSO 2•MO t. " 10 1111 r 11 13 FLR HEAT PUMP E 35 . S PACE 3000 ao ^ m e 30 1 ssoo 2 "D FLR. NEAT 1'itMP '1000 11 30 - SPARE On COOLING TOWER NEA '113 15 ABINET HEATER v000 IIII1 v000 ao ao a 1 ao 3 -- 4.6.7 h 1111 17 CAB HEATER - II :' ■■r■ GV 7 18 Elm K A 9 DUCT COIL /4,(.7 ao cQ lirr 11. _ 4o6,7 ■i,r■ el■ . 1 q " " 20 2 r..rrA__ ■ I u um m ■ ■aii �■rrr - /067 ni ,yK ` -- • m ° 3 2.522 Rsou � OI re A v PIET A ill HEAT PUMP 22 / 1111 2 ' /467 - - :,627 „ q 24 I COND. WATER PUMP 4 -- a/o& ao 3 11 II - ae» " 0 26 - 1 " II I• 06 - �1 1di /s e e0I.r 11 ao 3 2 /06 COND. WATER PUMP 8 291 •, „, ., a /06 - - 2/04. • ,, _ 1 '31. ROOFTOP EXhET FAN . - , 3 08 r EN �,� 3/06 �� �r 11.11 331 388 - _ SPACE / : 11 11 � 1 � 1 36 • ...■r 318 r ii � :11 . SPACE -- _ 39 _ . CONNECTED LOAD: 9a. KVA //4 AMPi DEMAND LOAD: KVA AMPS 11112ARKI TYPE PANEL 82 L$ECTION __L of -_L_ ,I 10,000 A/C 8U5 I volts 208Y/ 120 'ran 3 O 1 •N H 11 0140 ONO Is SURP 'Ito 0 TOP FEED AW• 12.5 wires 4 1 Ea NAM 1 .10e UPEND TNRU OPLUSN ETD 01TM PIkO 4 ' 9 C! • AD VA • OE SCRIPTION .g� _ DESCRIPTION • LOAD VA e � . A � - A C Soso Low LTG 1 TIC TRACK LTG 1111 rr • ■■ �� r FAN COIL MOTOR r , d b 1 /LSO " 4 13 ' . r EMI. too _ •� r_NIre MIIIIIIIIIMEaeMrr NM y j ■r■■r� sc a �r ■■E ■r■ - BO Ea ,'� 11 •1 *■ •11 NI ■✓r4• 20 � � -- 750 •, I, SPARE () 7 LCAO) DOCK RECPT; ,, - i 16 9 TRASH co1A vC'ro 2 1 0 - - r 1 1 ,CARE E1ler■■r_' •I " MI 1. ® 1, emErsour NI ■, =Ell r u SPACE E 35 . S PACE al l It (I 1111._. RI - ^ 11 + II 24 i . "-at* a 11 RI�� II 26 -- ■IIina h NI .r..rr.r.trr :' ■■r■ ■oEn A K A 1 w w 1 Er 1 t 11. $101010ni ■i,r■ el■ . 1 :� - ws!a rr 1111 r..rrA__ ■ I u um m ■ ■aii �■rrr r. -m!ir ' ni ,yK ` -- • -- 1111 . .,, �rYEr wa NNW UF01hi LOAD: s. rfP Rim RA • #$ AEt$tS Rsou � OI re A v PIET A ill TYPE VOLTS BUS AMPS ▪ DESCRIPTION N O 1 1"•°F1 R. OFFICE LTG. 3 rs r7i 9 1 ' SPARE 2 1 SPACE 23 241 I, 271 0199 0 1705 20 STAIR LTG. SPARE /I A LOAD VA 350/ 3v/3 ova? A FXT. DISPLAN LTG. PARKIN(. LOT f ixT SPARE. SPACE 2 10 12 �■■■■ 1 / DEMAND LOAD: KVA A AYES 4 2 // 311 DOCK LEVELER 331 36 It 3r DOOR MOTOR 391 I/ II „ CONNECTED LOAD: AMPS 1 10 480'; 480'; c:77 200 ,/ 111. r 13 22 CON.' rtM.COVE LTG. 15 17 19 39,/ KVA LI7 AMPS [TYPE vats 480Y/277 BUS • AMPS 50 TYPE BUS Van 240/120 1 1 PANEL iPHAS1 LAMES 'PANEL otiose 1 ell ws 3 3 4 A4 1 SECTION of _L._ I 14,000 A/C $IMARRs H INDICATES CONTROL_ b'% L.V RELAY A NO 1 1ST FLR. 3 2"D FLR DESCRIPTION LTG LTG CONNECTED LOAD: 9. RYA /ems AMPS [PANEL PHASE 3 wags 14 LOAD VA ty&J t1t7 .11 Illitl a areO BATTERY CHARGER . E!!e BEN. FUEL PUMP 0 . � �e /soo GEN. BLOCK HEATER 0 II ..at 11 0 �� 20 MINIM SPAR EC ■� �ae MINIM 11 .1 1 11 13 111 111111 1011111171 SPACE 1.101111 ,t 00 . �ra II cm 1 _ rrl O MAN CO OMAN LUGS 19 SECTION _,Loft 01so TIN. O PESO TNRU s SURF STD O FLUSH IDTO DEMAND LOAD: KVA 10,000 A/C a TOO PM OSTY IMO CIRCUIT oacRNmw. A WS X (1 swam co "3-5. 1111314 A P A S C _-- -OESCR ►TI ON WO --- O 11_ � �� ) i SPARE 2 96p ■. � 3o XMFR SERVING PHI. 4 5 SPACE �■ �. - ` 8 e " � Mill , ■ SPACE 8 D - ■1111 ■ ■i - ■ X2 10 11 ' 1 ■_■ !! * h! __ ___ _ _ 1 1 12 15 I iiNii I i T � t1r 16 18 21 ■/Li ✓■ 14 ' � 1 P �rG�■ ■ 37 29{ �■ rr.� ■■ ' ../-r11 111 ■ ■-�■ 111111111111.1171 s 3 �/'^ ■■ ■r�� , 3� /11 �i T r .I f ii: i ,- . - REMARKS ■■ X2 • = r■ ■ �� m i t rimmi ri m ■■ - - . � coIsI CTIO LODE 0OM Mk $ 7 . kIA f 3 o Awl OMAN LUGS O ISO 0110 Ia ,u$F YTO • TOP PLED (SPEED THRU O PLUSH MTO O STY FEED 9 CO ow' VA DESCRIPTION _r8ECTtON _L of 1 °ISO ONO ()FEED THRU Ce • AO VA •.11./11 KVA l'RRIDOR l . rs I" FIR. OMPUTER ROOM LTG 'I- R. OFFICE LTG. -1FCEIV'NG AREA LTG. I'T FLR. IFFICF LTG. I +T FLR, ('•Ft•ICE LTG E'ATERIOR LTG. 147 140 1 18 20 22 1 14,000 A/C 1 7 15 17 I, 11 " 13 TELEPHONE SWITCH PNL INC CONTROL 19 INC CONTROL INC CONTROL INC CONTROL 11 T TY 1 (TTY) DISKS r r E' CONTROL DISKETTE CONTROL A_ 4, /4,00 RSYARR U I 11 BY OWNER. 3 7 733 /033 MTU 0500 „ u MTU 1111 MTU (1( 14 ___1111 ,I MTU 0610 1111111111 SOO /033 sO reln211 r soo a0 a rr -� MTU 01210 113 00 ao e // z, - - /O�i 500 ao / •r a° / _ w0 PR INTER B CONSOLE SHISIES err r Soo �e - � `rI AC F AO NM �■� .- � ,0 e�,r I ■r rr ao r1 gismo I I 11 1 II tl II I I It 1' 11 II OIYANO LOAD: KVA 16 3 4 CK� OESCRI •TION 1 DCF (76o6 3 CCF6606 5 CRU 1050 CAD READER PRU 1200 F'RIN TER 2 Z 131 INC CONTROL INC CONTROL 3 � COMMUNICATION C(CGET SPARE 3 T ' „ 39 11 P CONNECTED LOAD: BUS volts 208Y/ 120 ALA$ 200 1111 POO MS II SPACE I, II DESCRIPTION 0451 OSIMMICTIO LOAD: 11 ?SA' IVA 7/ AMPS 'CTIOfi _ of 1 0 ILA OND 0 M TIM O sully alto s FLUSH MTD DESCRIPTION CRT MSU 0451 7 7 J c 4 t 9 cii 0 - _ _ - .. '_. - _. Ri3r -- 4 MSU 0451 DISK PI IV 9� soo u ' IN _ • - &ou MSU 0491 DISK DRIV I/ II 4 MSU 0451 aon 11■ MSU 051 48 44 so 4 6o 6 62 6 r 0 r 7 7 17 8 0 tilt TYPE PANEL SP atts 480'i/277 fPNASS 3 BUS APS 400 CONNECTED LOAD: /98 ✓ AS TYPE DBUS AM ZO0 u. EVA /y 9 Ares TYPE nt PHAse 3 wale 4 OAD VA IIW OHIO cla 01110 T/1OO 9 � ca Ai: ■ :Mke - � ✓r 2 � ■ 2 3111✓.. � 1% r■r rr.■■ r � ■■r_r RENAP1 $ r $ m, MT0 l TOP 1110 IMO Y OSTIA P110 VA DESCRIPTIO rI 11 JOTCRi GENERATOR 50 KVA BY -PSS ,r w r d u 12 COMP. POWER MOC&LE 14 n PAC E I, lI I, OEMAMO LOAD: M 1, 10 16 2 VA APPS 4 6 8 c PM OMAN • MAIM L F. PANEL CPM moos I 3 o MAIM c. wws 1 1 1 � ` BMAlI LUGS :I! 2 MSU 0451 • _ 1 r■ MSU 0451 200 ■■■■ a0 © rr �e °0 - Ma) 0451 „ ppp 800 MSU 0451 , 1111141 , �8i aoo MSU 0 1i Poo ■■■r e e�'r■ MSU 0451 r Poo r as 2 r P oo MSU 0451 800 - „ 11 0 . .0 Into MSU 0451 0 MSU 0451 u II ■ Pot � i ,11 �IE 800 ■�■r ao e; 11 eeer� Poo MSU 0451 -- I ; I !. . .I900 _ -. r SPACE � - r11 r■ I. r 11■ ■r r �� __ ■■ � ME rRSA 1 FURNISHED DEMAND 10A0t 8Y OWNER NVA ALA O SURF MTO • PLUSH WED M 11' It 10,000 A/C a to foto DEW PEED DESCRIPTIO 110 6b / UPS PROCESSOR 2 i n I. MSP 0603 Ir 1► AISP 0603 10 1 C NO 1 3 D /SCRIPTK,D VASES O RAN L1101 11ICTPON _L of _L 0110 ONO MOANS LIANA RDA TYPE PANEL M VOLTS 208N/120 ►t0s1 3 Nom co AST BUS AAEos 200 ISICTION _L of _1._ 14,000 A/C SECTION_i.. of _2_ _ i__ t0,000 A/C Nukes co 'At; O KO 01 Cow MTD ( Q TOP PEED rata I DMA* WOE SI FEED T1A Pl U Rl usN YTO 0 OEM 1110 4 / 9 cs_ _ AD VA A P � A Doom mot AMM001 SCU l _ -- • A S V & MOS DOO � � © MEMORY . . dlI g5 m all 00 1111, Q��rr��� � Q IVIJCv600x, rio © '���" 11 MULTIPLEkER M-e11� � e 11 � CS 1J 4004 COAI50LE Soo rr� A n 400 EC ��0� ■ °� ooa - A /I MI • w II /� � � 6� /1 e/ . ocu 647 I ,81ANFT r MTP 0610 2 R N 11 . �� 11 a tl frinalriM 111111 _____ 5 #r Ll Goa R / 19 ' K�' FG6I DATANET iNa � ail 6001 CAPATIP.ILIT1' ✓ �'� . A ,• q 4rK!DE ODTION ow .weimain s'srE 1r�r�rr■ _i 1U /� I fir ? -■ :: nu ■rrr t : .irrr■� ■rri ire ee e _ •' _ 1111` 1111: 1111. #' i DESCRIPTION P 10,000 A/C Otto. Fuss 01111 FEED CET 2 8 1 18 20 1 22 ' 24 ~- 28 28 30 2 al 36 38 40 42 AMPS 54 J 68 /5® : 02 44 68 38 TYPE 1 „N;:L A2 I SECTION of 2 i 10,000 A/C BUS VO G 8Y /120 PNAEE 3 r faV7 ' _11_11 040 ono AMPS -t00 *giS I 0 11T11 FEED 0A0 VA DESCRIPTION TYPE BUS volts 208 /120 AMPS 125 MIRES 750 /tiv0 /500 ■r /MVO REMAMS: DO CS r_ ao 20 750 .?0 / O MAIN CS mMAIN LUOe '0 20 / EINARK1.c INDICATES NTROL Dr L.V RCLAI. CIRCUIT oSSCMPTWN 1♦ _._ ._._. 1111 KITCHEN RECPTS • soo 20 e KITCHEN RECPTS - COFFEE MICROWAVE r /350 �e DISPOSAL r�e .6 DISHWASHER - 1/00 ree 13 HOT WATER asoo�e SPACE ■rr■� SPACE II MI a ! IMAM • • • II 1 MU 11 NI In PI UNE NI II I El 900 M MEN MLA= El] Erd PANEL K SECTION _Lot _L. noose 1 01E0 ONO O SURF MTO 01110 TNRU lr HP /080 RI FLUSH MTD CIRCUIT DESCRIPT50$I El Q OVEN 16 DEMAND 10A0: KVA F._rY.)R RECPTS. COPIER RECPT. " OFFICE RECPT rI n II 11 KITCHEN RECPTS BOARDROOM RECPTS It ITCHEN RECPTS DISHWASHER COFFEE ItITCHEN RECPTS. MICROWAVE 5PA F: DEMAND LOAD: KVA VENDING MACHINE I, LUNCHROOM RECPTS. . e -- SPARE _ e -- SPARE SPARE SPACE tt 10,000 A/C el TOP tin OOTM FE10 AMPII CET NO 7 14 6 RCOM LT G. 4 5 DESCRIPTION 5 LOBBY LTG. 5 !TARE 111 KITCHEN RECPTS. • KITCHEN RICPTS. • OPEN OFFICE RrCPTS. lataVO 0 7 It 11 11 HOT WATER TANK COMER If° LOAD: 4 SPA /a6 AMPS camera LOAD: 3 75 400 441 48 OPEN SWF RECPTS. 60 64 58 60 68 AMPS No. Date By Revision REGISTERED ARCHITECT STATE OF WASHINGTON Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No. Category Sequence LJ n State Const oison walker architects Ever 1507 vvestem seattle, washington 98101 CONSULTING ENGINEERS 9401 112TH AVE. N.E. KIRKLAND, WA 98033 . (206) 828-6453 _Vat. 2 e- 01.8.1 I /2" " H 3.PRL?ViDE I,JALL �0 U14DE. Z FOR 2 W, wares': ; I. PROVIDE 1 �2 ° l 'CO►JN. 'r0 ,; REF RJC.I . ° I/1 H 14 CANJ J. TO DISHWASHER t I U) SEE Si?{ M21 FOP- OIESEL FUEL. STORAQE TA.tJfti 4 PIPING FOR 5TA40-BY C C 8 � 11 12 'aUm� , iiihnt INII1i 1 1'11111111 1'11111111 1'11111111 nlllntl niilllu 1 ilhlrl nitlilll Il11111111 9 1111111 Mtn iin I �,�: .�� r ^�,.. SC .ffv s,, .tit ?'qi ♦ p �, '.;,� ". ,fi ,x' '. �,;, :' •1, ?'F.§. d y -a ..r 4 WD. ..r ....... a ., t c... Xi {. - .c%�.. _ �'.�.d. ';r. _.... ". . VALVE 4 GAP FOR. OMPUTeR, gm • Egal P, Co" RL >{ co "OVERFLO , (O.F. -- 1.1=t - It S DETn,IL it SEE 1HZiE1 M 31 ,FOR I`\ MECH. r-M 4- 1..1 . REFRICi Rp.'rOR , ; 11:iSI- +Wl PROVI 3Y GEt.J . GOhJTR2AGTOR. ' TO BE ONNE.C.TED UNDER 15 . t r4 2./ VALVE, -4. GAP FOR. PtIr R E, ((STEM. EDWARD S. SIDER & ASSOCIATES Mechonrtnt Engineers . � D ' AU I 4 1985 of walkOr Evergreen to Const. Inc architec 206.624.5670 REGISTERED ARCHITECT STATE OF WASHINGTON Project Architect a' Job Captain Drawn By Checked By Date Job No. f. Category ` Sequence apt, GOtaNTBP.. . >, SEE t�ll gMT..�` 2" �p� VA4VQ � GAP .., Ftioo "TOP EQUIP. "OVEQFLO W Tai s L PROYIRe f/ ,'t GW CP44 T4 REARAC 4 r /z" HW GONE. "rQ OISHWASH@R.' 4,PP 'VI OE 441A+1.t. GO k'\ Id meg,' F,'• RCR 1" 1 Job No REGISTERED ARCHITECT Principal Architect Project Architect Job Captain Drawn By .'hecked Date v r a�tY.:lE 10 "Xa.00. - GoNN. 10 a.,aNG1& Horn RANG Moor? MOV!�lr� UNPavv -7 PAPAf,A�f0 r, tsi tp10N. , wa7 1.4s4r4 ill 4. A11 "interior terminal low pressure and'flex.. shall be 8" dia. unless P11.1 Vl+ GrIAu%,T uP i"vaM4 ue --_, ,o '/ zc M ono,- - � I DUCTWORK NOTES 1. All low pressure discharge plenums from all perimeter terminals shall be a minimum of 10" deep x full width - (net inside dioensions) x' 5' -0" long unless otherwise noted. 2. All low pressure discharge plenums from all interior terminals shall be a minimum of 8" deep x full width (net inside dimensions) x 5 long unless otherwise noted. 3. All perimeter terminal low pressure and flex.., shall be 1b" dia. unless supply run -outs, both rigid round Otherwise noted. supply run - outs, both rigid round otherwise "noted. 5. Refer to perimeter and interior terminal sthedulefor Site of medium pressure inlet'du+t size. 6. All terminal discharge plenums shall have 1" tk. sound liner. 7. All mediufl''pressure run -out fittings to trunk shall be 45 tees unless otherwise noted. 8. All low pressure plenum taps shall be spin-4.n fittings with valuate damper unless otherwise noted. CM u!rhru o _ i ZP:07; �oo 1. i I , 1 GhNI NN. t il 1 I: tl.At71ATOI ?W o L• ill (0d 2 2 " ! I Ii i .e 22" t(o 1 TILL CAP - LINE OF UNDISTURBED EARTH �*• �,:, E APTI4 pbRM ItAY St USCt1 IF NAND - SHAPED SMOOTH, CLEAN AND DRY r GU13,t3 �INI: FUCl, hUCfION, 04fUt1, fi 'TAN V. vGN'f gGl.o Ci*AOd . tvw ,i oaf la s1FF 114, P VsIU rrnlnn nninu unhnt nllln.i n4IHf1 nn hni nninn Intil Ilnhl nnin nnhrl mlLm !I!Ilnn I le$18 PAVING) 3!v%I2 "UP CYLINDRICAL TANK - SEE DRAWINGS FOR CAPACITY PURPOSE, PIPING AND LOCATION t " x`'2'4 ,FORGED STEEL tURN- eUGKLES OR TORQUE FOR EQUAL ENSION BARS 410. t 'CthtE11S OO WA?S CENTER IN SI,AS i { WO Wit 10C D 1,1,01 UNDE g,26,IMQ 5'f0(4A01 'TAN Y -. () t?4T Iv 'Tp111r 614.) aoo. ouGT _31a x IZ" Rfhl; 10 AvoIo woo?, Ihi iowV 4PAGE UHIWr,u( Pi PO ",urrhovs'f . ANcHOth TO Go)►1 o. glasib t1YrICAt.). 60c Utz4 I�I6CHANICAI. IZ,7 frj ( 4 46 4H. M34) 1111,11110 24 0 114A1.44Ptill , WO" W/ 1 1 76. LINCs1Z. `1 -1 up IZII Category 1507 western seethe, washington 9101 206.624.56 No. Date By Revision REGISTERED ARCHITECT Principal Architect Project Architect Job Captain Drawn By Checked By Date Job No. Sequence 4 1 r t 1 � movirpe AIDE► bAl.ANGf FQai Tk111 ZONE: PRipCI, T�? IN$1A1-1,AlioN OF L'L4. EDWARD S. SIDE; & ASSOCIATES Nechdwro►En inee+f r z x • loyx ty o H. 10% co" U 40OGANVC#14 ON IfiOOI% b -o - ? DUG't'WORK NOES 1. All lOw pressure discharge plenums from all perimeter terminals Shall be a minimum of 10" deep x fill "width - "(net inside dimensions) x 5' -0" long unless 'otherwise noted. 2. All low, pressure discharge plenums frog all'interior terminals shall be a minimum of 8" deep x full width "(net inside' dimensions) x 5' -0" long unless otherwise noted. 3. All perimeter terminal low pressure supply run outs, both rigid round and flex., shall be 10" dia. unless.otherwise noted. 4. A11,interior terminal low pressure supply run -outs, both rigid round and flex., shall be 8" die. unless otherwise noted. 5. Refer to perimeter and interior terminal schedule for size of Medium pressure inlet duet Bite. 6. All terellinal discharge plenums shall have'1" tk. sound liner. All medium pressure run -out fittings to trunk shall` be 4S' -90 tees unless otherwise noted. 8. All loW pressure plenum taps shall be spin -in fittings with volume damper unless otherwise noted. i t 1, L • /A\ /7\._ °.lo IB 1 P r } j_ 2 - t1 second floor hAAL.e _ _dr 1 4 1507 western washington 98,01 206.624.5670 ;ii aE 132' TP: ° T I ?rt sw _t75 .s' IyIDUHT `HPLJ b) KEG -I iL .ON vte. 140L. PAW, ALL ardor Mira EQUIP 4L#N'i 401 ; Cuw ,t AI1.0 P 0V10111, UNDO* 6t,pAaAttll mrinr�tr;rilmihnrhrn t" CON D. NYA , Su re;w'., 1 ISM. I PYiCH POCK16"i No. Date By Revision . • • • ` IOu1) vIt CQVtiz, Op vi x111/0 *GI COM 1 ��:: zfc.' til ii` WiB" idi:sYV•.+r/.�3�:'M+R{'�n•••••c {.{t: {*N;;M.l4siACtw °.': "Bp�C:;C...v:?- _..+.4... SGALg s ! /8' . 0u nthni nllhto nnhr lanl h ln BALAWC I tJG, VALVE PRESS. PRESS. GAGE . _ TEMP. G;,•C,E P%c u -11 DRAIN C-0C,Pc. W / TA, J r"'iOO F 3" DRAIN VALVES FUEL STRAINER I4 STAL.I. UNDER DIVISION �7 . 50 C kt., . OAY TANK i FURNISHED 4 SET fv u IN PLACE SY OWNER. CONC.. PAD (TrPICAL ) I' c44 MAv.E- UP BY PLUMBILJc, GOUT RAC -TOR GHECIs, vAI -VE F ITC. H PO GtiEr CONDENSER IAATER FLOW DII\GRAM SCALE ware : I. THIS DIAGRANI IS SGt- ZENtA3tIC DJ NATURE 4 INIANJDED Td SHOW PIPE Sft.I4 1 REI. TtOIJSHIP C9F EQUIPMENT 4 C"ENERAL. PIPE Rohr: .Jc 3.44.1- PIPIIJC, SWOtN114 SHALL BE ¢IROVIDE D tiNDE DlvistON IS . MUI FLER SY OWNER.. INSTALL UNDER DI\ISIOIJ IS. PLEA. CONN. FOR. E)CHP.LJ5T 3Y OWNER. nJ S7ALL UNDER DIVISION IS. DieseL.. GENERATOR SET = JRIJISHED 4 SET IN) PLACE E5Y ' OWNER. PIPE SLE5VE5 Iu GIJ p`( Hs/AG., GONT'R., St,.EEVE WALL-- BLOW - DN VALVE (TYPICAL IMP -11 StJING JOIN" "� BALANGEiNG VALVE NbTE PROVIDE HEAT - TAPE 4 INSULATION 014 PIPING', OUTSIDE 131..DG. INSULATIOI..f . 1000 GAL.. STORAGE `A 4 (SEE SHT M2.1) STAND - eV GENERATOR : PIPING DJ ACA RAM SCALE NONE -- HEAT 'CAPE ON OVERFLOW fr ORAIN. -Z" oVERFLOI4 d DRA1N,i CONC.. SPLASH 13LOCV. 249 FLOOR 3 WAY CONTROL VALVE PLE)c- GOI Ni iECTtOI4 (TYPtGAL.) I e FLOOR -------- SJI LDi NCi WALL 2 SCREENED 4 HOODED VENT CAP, EMGO WHEATON MODEL 4 E JA. 765-00S 51 JOINT LOCIhVNC, PILL. CAP, EMCO WHEATON MODEL. EWA 57I-008 4 (SUCTION! RETUP.Q) trOO`r VALVE , EMCO WHEATON NiC3C5EL E •IA ASI MARC PT 1 -1 PT 1 -2 PT 1 -3 PT,1 - 4 'PT1 -5 PT 1 -6 PT 1 -7 PT 1-8 PT 1 -9 PT 1 -IO PT 1 -11 IT 1 -1 "IT 1 - IT 1-1' PT 2 -1 PT 2 -2 PT 2 -3 PT 2 -4 PT 2 -5 PT 2-6 ' PT 2 -7 PT 2 -8 PT 2 -9 PT 2 -10 PT 211 PT 2 -12 PT 2 -13' " PT 2 =14 PT 2-15, PT 2=16 IT 2 =1 'IT 2 -2 'IT•2 -3 IT 2 -4 Temp.a.ater: HVF6 -C I;IVFB -F HVF8 -P HVFB -C AV -400 HVFB -C HVFB -E HVFB -E AV -400 HVFB -B HVFB - F AV-000- AV -600 AV-800 NVFB -9 HVFB -G HVFB -F HVFB -C HVFU -E HVPB -C HVFB -B HVF8 -C HVF6 -C NVFB-C ` HVFB -C HVFB - E MVFB -D HVFB - E HVFB -B HVFB -E AV -800 AV -800 AV -800 A V- �c VAV TERMINAL SCHEDULE R 0 DIA,� 550 12"' 1092 10" 885 374 6" 450 7" 460 10" 756 10" • 878 6" 400 6" X86 12" 1565 700 7" 555 715 408 ,7" 460 12" 1120 456 10" - 668 7" 560 6" 303 7" 430 7" 532 486 7" 608 930 612 711 6" 375 ' 10" ' 823 8" 636 756 873 703 7 " o n 8 "" 6" 7" 7" 10" 8" 10" 8" 7 11 , SIZE 24" x 3 slot 48" x 2 slot C , 48" x'3 slot D • 48" x 4 slot E 48" x 5 slot F 24" x 1 slot G ' 24" x 2 slot H 24" x 3 slot I 48" x 1 slot J 48" x:2 slot K 12" x 12" L 10" x 4" M 24" x6" H 36" x18" P 24" It 12" It 24" x 24" 5 24" x 24" 48"..s 2 slot U 48" x 3 slot V 48 "it4slot, V _48" k 3' shot 4E" tt 2 20'* x 1 slot 14" * 8 "a IALUtt !s. 2.0 3.0 2.5 1/10 2.0 -0- - 1/10 1,0 1/4 3.0 1/4 ` 3,5 -0- 1 /10 0.75 1/3 4,5 - -0- -0- -0- -0- -0- -0 - ..0- -0- 1/10 0,75 277/1 1 /10 2.0 277/1 1/3 4.0 277/1 315 1/10 1.5 277/1 530 1/4. 2.5 277/1 -0- -0- 300 '1 /10 1.5 277/1 420' ` 1 /10 2.0 277/1 420 1/10 2.0 277/1 420 1 /10 2.0 277/1 -0- -0- -0- -0- 455 1/4 3.0 277/1 500 1/6 ' 2.5 277/1 455 1/4 3,0 277%1 210 •1 /10 , - -L0 227/I 455 1/4 3.0 277/1 -0- -0- -0- -0- -0- -u- -0- -0- - 0- -0- -0- -0- -0- -0- -0- 420 655 530 375 x(1- 210 455 630 -0- 160 940 -(3- -0- -0- 200 426 840 Krueger: MODEL 1900- 100E -EC TBSI -100 EGC-s SOON EGO -•5 -TB 19004006 VO LTAGE 277/1 277/1 277/1 277P, - 277/1,, 277/1 277/1 277/1 277/1 ■ G.R.D. SCHEDULE DESCRIPTION Surface std. slot diffuser. Lay -in s of diffuser. StiPface std. eggcrete. Sidewgll return. Lay- -if eggtrate. Surface std. robs X100 I.rlywitt r slots' retare.' 1900-10004C Sul ld[Ce rtd, eiot ' retn 1000411420 Pi. sltd.^ ,kit grills, les blades). I MECHANICAL EnuIPMENT ITEM HARK ACU-1 Air Cond- itioning Unit FCU-1 Pan Coil Unit HPU -1 Heat Pump Unit CP -1 & 2 Circulating Pump CT -1 Cooling Tower EDH -1 Electric Duct Heater 4H -1 Unit Heater UH -1 Wall Heater RP-1 Radiant Panel FH -1 Floor Heater By -1 EF -2 EF -3 SA -1 • RH -1 Exhaust Fan Exhaust Fan Exhaust Fan Sound Attenuator Relief'Hood OAH -1 .outside Air 'Hood CRU -1 & 2 Computer Rooei A/C Unit DC-1 & 2 Dry Cooler L-I Louver L-2 Louver Cooling: Heating: C.O.P.: ',REMARKS. Shop fab. plenum can & collar. 1 Integral' can & collar. Shop fab. Olenua can & collar. Shop tab. tight'hood. Shop fab. plental can & collar. Shop fab. light hood. Shop fab plena* can. • Integral plenum can. Shop fab. plenuncatn & collar. Site to math haatar.' SCHEDULE MFG: M0DE Mammoth VVX- 452 -GX.M Cooling: 7 BWV748P Trans BWA048A Aurora: 344A BAC: .10305 -844 Redd: -Heat: R Chromalox: HUH -03-7 Chromalox: AWN-4407 Aztec: ATH -66-2 Chromalox: FDI -AC -1415 Penn: CD-18 Penn: 2IO -TDA Penn: LB 24 Tempmaster: Acousti- Cell Penn: Airette Penn: Airette Liebert: FE192G D.X. Cooling Econo - Cooling: Liebert: D -260 Ruskin: ELF -375 Ruskin: ELF -375 2.10 206.624.5670 Revision seto DESCRPTIOM Packaged water cooled D.X. VAV unit. 20,000 CFI! @ 3.651" S.P., 20.0 H.P., 460/3 combination filter /mixing box. 514,0 MBH total, 426.6 MBH sensible @ 80 ° /67 ° E.A.T. with 130,0 GPM condenser water. 85 ° F E.W,T. 95 ° F L.W.T. Vertical dischar$e, 1600 CFM @ 0.67" E.S.P., 3 H.P., 208/1. Packaged roof mounted, 460/3. 46.0 MBH total, 41,4 IIBH sensible 80 ° /63 ° E.A.T. 29.1 MDR @ 70 ° F E.A.T 4 22 °F ambient. Condenser water service, 130 GPM @ 60' HD., 5.0 H.P., 1150 RPM, 460/3. Ejector type, 130 GPM @ 22.0 PSI spray pressure. 2.0 KW, 460/3 basin htr. Wgt. - 15001 Slip -in type, 5.0 KW, 460/3. Horizontal discharge, 3,0 KW, 277/1, 350 CFM, universal mounting bracket, wall t'stat, summer switch Surface mounted, 4.0 KW, 277/1, built -in t'stat, surface mounting frame SFWH -AC-S2 24" x 24" lay -in type, 375 W., 120/1 Verify face pattern to be provided. Recessed type leas grille, 1500 V., 277/I, built -in t'stat, cone, accessory kit. (Seo GRD schedule for grile spec.) Roof Mounted centrifugal, 1670 GFM @ .375" 600 RPM,`"120 /l, 5.8 momma. Centrifugal in -line, 250 CFM @ .25" S.P., 1/10 H.P,, 120/1,, speed switch on wall. Roof mounted centrifugal, 3000 CFM @ .375" S.P., 1/2 H.P., 545 RPM, 460/3, 6.6 Bones. Insert type, 4' -O' long. 76" x 44" throat size, bird screen, 0.125" S.P. • design air flaw, motor oper. opposed blade °relief damper. 18" max. hgt. of hood. 76" x 44 " throat size, bird screen, 0.10" S.P. @ design sir flow, 18" max. hgt. of hood. Packaged, glycol cooled, dtiwnflow unit, 8400 CFM 0.50" S.P., 5.0 H.P. 460/3. 54.0 GPM @ 35.4' G .P.A. 166.3 MBH total, 159.1 MBH sensible @ 75 ° F/62.5F. E.A.T., 85 ° F EGT.' '166.3 MBH total 164,0 MBH sensible @ 75 ° F/62.5 ° F E.A.T., 45 ° F . EGT. Packaged roof mounted glycol dry - cooler w /expansion tank & glycol pump sized @ 54.0 GPM, 103.0' HD., 3.0 HP, 460/3. 10.8' GPD thrti dry cooler. Wgt.- 8501 72 "W x 60 "H extruded alum. w /std. box frame, bird screen & back draft dpr. , '12 "W . x 60 "H extruded alum. w /std. box frame & bird screen. RECEIVED 41N OF i'UK'M EDWNAl2D S. SIDEIR & ASSOCIATES MkcAuieti Ewyeteen ISO f'mdesee. Suite x54 Sewn, Wiski "yto° l8Ie9 006)285.2966 No. Date By \ -- REGISTERED ARCHITECT STATF. OF WASHINGTON Principal Architect Project Architect Job Captain Drawn By Checked By ' Date Job No. -,..0(00 VAP1.40m4ritlapell..1.11111141IPPIPPOIMI r • 4 g e. !Way, y. SA3 '� �o , G:T F:/ VA" ',wx V Arf- € +G, L. C'. ro0 *rim. 4''fA1iZ• AO 12;*4011Nl4 o#vQ+rr 1.4 Ito 2 t - L04911/4, el) - w f / tsi g + • OAS. ea 06, • orA a); h/kw. PWOVIM OYsR / 6 0144. PIN? fr/H *H 40xbAW04 VII( K "I o" rug vArY G,G • a SQ fi MOWN roof plan Lf�. I1 -40 ••v • .pK Gi �Sfj t PILE CAP DETAIL 2 PILE CAP DETAIL P1t- C GAP, *CC P1•AN TYPICAL CONNECTION DETAIL AT BOTTOM OP PRECAST WALL TYPICAL 8° PRECAST PANEL WINDOW OPENING REINf . r GOIJG, WALL Lr 5x -6 rif 2 5► x WEt. 0006 L 417 * 4 ° 4 1 4 . , rye T P EL I.lv'I'lys ppC,G}� reene WI{JIPW OP') -U4, ■101 . #� Vr. 1• sc WIAL.t. e . 40P v � O " ts.i ?4 -0 MAX .1'y I e1. PI 1.4. GAP" ro41. 'i I4 I,a1,-, rope f2E+Nf! ! I " ' 14 x7s4 GIt,4Z OH. TYPICAL 8' PRECAST PANEL REINF. AT GRID LINE A 3 PILE CAP DETAIL yuv GL.it. PANEL AT GRIP) LINE A G� Apt. ExPcaED 60 :& GG�Ru.Ezh yS ,GAS 4" vR 0,440-irr 4,04G 144 4,- 5 x 0' -01 tip. crntll. w wat.P "Yd g ,4% h'E GrwrA11.. - 1-100.07EP t G, '&'s *!1*.1. 01017,11.. lq PANEL AT GRID LINE At }m im{F«r t i,h, t nuIt,,I !MOM n!IIl m1IMI MI ttlltm mar I mama iblfilllHl1111 4 PILE CAP DETAIL 40,4, 2 -� 40 4 Q IZ' ftrbj TYPICAL CONNECTION DETAIL AT TOP OF PRECAST WALL •10.1011.) P . tyCC'I'L14 I ' 01 O PANEL AT GRID LINE At 4r111' 0- 1ziH f P1 Dvi 0" 3'' 0 Mt' i 4414N 0/ iTA. Lam. 12" TNK. t4P Tb 2140 PI.IZ PANEL AT GRID LINE A I;I=, Noma.. +Lo i T'fi�f l �b'rt'OM i�il:-1AlzKy r � A' � IFj 'frpP �: I^ ' 4 114°° q7E^ 4 Cs'.IS # �12�TOP "4"--; k C;1 41.1 : 1°4 0 . 017 41:114. 7 1 rat rG -100 +PAN I/1 O e12'w. t - Ofl'.E W t- %La PILE X , 04 VOr'AII. I 44421.1E-ft Ids . +eE aEN. NOTE 0, hH f" h 4- vErt IWiT -121012 /PfJ 4 - 0 sig.' vc - 2 - r ,# NO¢IZ. L iz viri. 4 VEIZT 1S-15 HOR.IZ 1P. WALL F72 WA64• '2L.11 <sic2E THE, f t_ i.) - mss 1.01.141Pr S 40 2-dkg x **I -0 " Fort PILE of l TNih hiGPC.- OF HAW,. WhIPE- OIATril V die -E r L,.N T 0.OL•HG2 « ++F' -O" rl4, 1 %' ME.TOU. Dt:GIC $ 22 G 0.400 1 - 4 it x V GQI,M• D OtVg. Al20. L Atils 4 xgt. err 1 / ,' LNG ■At.4. WO. x yG e.Ati14. W104.4. II/Z" MIrTAt.. C7EGK x 22 GAGE. CM j 1rtrbtl1111II1111 fIII!I111 2044402 & ,n Aw ail► w ,+R ,� 4441 <. nnhnllllninn nnhnr��lnhnl 11 1 11 1 : 1 1 114 111 111 11 11 11 119 1111 1,11111 141 111 16 !mi I 4 00 ot id›. 41 1 .1 444 4 1 0410. woe 4w/_'1* 1e'It .t%-1. 1411ros.P, Tyr. 0". CND. L 3 � 1x% Cl9tur 14/ Oft 4 P1" WA i. &4464,0. Latit,a4 *Vk 4041! W V ** .0A.1111. S. 16004 toltsweopupor d" 40N10.. 101014. v041t1040 -0 IMMI .._111611W . _,__ 1-F t3M 1 9640014 Pt Olt 00414 Wear L >•c2/s x Vote L 2% x gaVo x •t e. •4• P°p .G.. wr,40P TO VEIc" r 1.4- W Vvs" a4,4T wo L Z %a'C A 2% c x'/t& a 4 0 TYPICAL DECK OPENING REINFORCEMENT 0111 MK MK PM AMI MR OM ma 18► 6 1-15► eI-Ei'O.G. ZOLHOZ ..4 -D "O,G .Z N" TOP GONT I. PPO. HOt.l:* 4' t7IA, OtZ L.Fiy+i as 4 +aL A.1ZC. : IJD arrgeWer'H0IJ114* Ih NI 00.42 PIZA/IPCP 11-W 1- IOI.E'+ Age IJ©i 44.1940C12 -t1-1A)4 12 %. K90 HaL.0* GIwe6(reg. 11-okm 4" UP iv !S" a IA. OIL 4.+1UAEE FPZ 9VIIV9 I ¢ NU'T' LL04eg. -n-s m • 411 64 11.1 LNWGI Ft. 1W IIJA,1 nu 3 ► MMIIIIIIIM /11 G1 ON I IiPAC. -Iv'wr�.n, 'iirwIit�ii��ia ►1 WI fi fi l a wai.cw, �i )�\ 4.4O MAX. MCaf'A4 t d.K �I� I Y�. I L•ONLI Fell.14er 14.4.9 Cb.. leInlnE. +.2104/4// Dtt Rat.iwr 1-1O1.E+1► DO 011C0-44 W/O 4444.0. 127PP11J4 3 Avve Hat-* G+og:A'1""6t>~ 't1`1A4 .0d tTIA. Otz 9" xsaL.i : *t:c. 4►P'6. ole. 'G'cf"A11.+• 40HD14N OW MAGlxs. - $' 44 7 HPAy11E P'I.tZ. MEtAL PEGK ' EZ F'LA).1 Fog APAC. - ' /s',0 PLInn1.2 Wet-P+ Q ALL PERP +t4r1 t, i ., +1+r, 'r' ' t3U1 PUNCH +IDE *44 Q 0411.94..,1 Q METAL DECK WELDING DETAILS & NOTES 1 8 GW 6 x v. G+AGI� f111417 N. I�o�o.6. V.., I 1 /S.' FI W.E'P" W r7 : n.. +, w/4- /II1 "+ N B1 I!• & F i ADP 61141. 4 MAW. # 01•1 14010F 1420F VM 4 M I HE1fr4 Ot<.GK $ 22 4w0+4G 19HZQ4 D"oa' 'vs" Vol c ¢OIQi +Ca P44. OKA air IZ"K %au 1 4 /4 - /I M. 1 %s', r1? G MF 40t,. '\ 11444 ft(oxlp/i x /t" W/2 - :4 *Ma. I Vi P. G 14F' GA_ -*Cc PLC 100HO ROOF' yfl. .1OI f4 3 , 44,;C: 4 / 4 47 41 1 .:. OW GI-a O "1.404,1. 1/44 :61 IC 4 (o w 401.. + ..E- MAN . - 18 w= IW2 1 /0t 4.1 - 10F0I EA. *IDE. Fi.PWG +i v OM I X& V 14Ho. ifrL. JOwrg el a+ +.rc Piet! GdL. 6 t GOL. TrF" 7 % it a,.144-"x V/1" WM • %b "* H. 1 pre C.OL. X61 Pt-4444. pee., F�', 4. s IO g' /s W /Z- TB` PM$ okize. Ft. aKlZvsx/e' 1 4 / 2 . - 5 / 0 5 0 HO IYs"1;P OW Gbh.. #EC P'L.AN WIf x ?7' IzooF 04-1 1 date beam schedule 1440 O t t 2 _a4. 4 4. '4 *Iiet LZ' r$4. 4 61.40' 4 I �p� Ole' f1lwrd•W "11 ! ' d 0- $ 4042.41. 12:004" eow-e? (96.0 1,1a.'s#4.. X11.1$ ab' Z -0`4 4- `go 1 , �{. 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W. enott4cl1.ier 60-a 14' X Z - *G i Zy-- •l1k.yq . . �Y , �y . I /- atII 1 FIFI�.�Vt.er 14" 4 et � - . 0,. . , e' . i & la!''n4m4otkr ,. l....: e�.+isHl�J = =il•1et a�'s� �rcF„tfi WIo, �Z•' 2.•"x'4 4*-I", concrete beam schedule 40.4 a 10. 1FIW. t!1. 4 , '1* TYPICAL GRADE BEAM REINF. DIAGRAM a'04 1 . - I.+clAol rr j a IFt r1 1 m11,11 inti 11II,,I If II11.i:1F1111 11111111, 1111 1111 111111111 1111 11111 1111111i1 4111 iMIIP:1f!!I!!I!l11111 '1C , iln * 44141dJ•1b1AA: • e+ ai MAX'1 _.�. O..** t 141111 GHHADE BEAM GB -32 DETAIL 4' MINI. TYP CONSTRUCTION JOINT A P'ILEr. 444 + -rier. GRADE BEAM GB-33 DETAIL t 4 MIN CONC. BM. 'A. S, 4Gr''1°:.W. 41. VP. CONTROL JOINT ( 1 t; /'I MAC: T'G. Osl o t ' J 0R' - l0 Gam. doe.epenem 44 4 ird Q1.IZ'L•W R 91,4 bhp? 4i 44 *10624. 1279' a Le 40$144-4W47! 4. r aw." srM,p+/t. OM. ,G...+•j, 40(4 4104404 Jig" OrPfrAkilo• fa �.. 12 ",%28" W.A. 01 AtS0v11 44Gr 2 4'x¢ 76 Le 4a"v Ivi6CHAHICAL GQUiPH H TI-MU — V10 1501.. PArD6 NoUr;CK4OrI !PAD > 1 11:1314 .e_a No. Date By Revision Principal ' Architect Project Architect Job Captain Drawn By Checked By Date 42 AlibL. W5 Job No. HR.I. 18 HI414 PLCNUM CAN ` \v/ I" i v,. U Net, ON C,U AGL CX'p061'f6 1)-11.1.f.1* OLL.A1,• MIt1. •IGIH PL. WuH CAN \v/ 4"It PULL 1,5i GU1L1e. opNG,." 1 b tH i I1-141D1 F6A1' 61VACW, it t z P F1.1 - VC I iCH'f f Irn 1,. GI, t li 4. rL1rHUM 01 404. PI,GNIM Pq,Qt4 1 .6c-risc:;0H h GA L C ._.__... 3/4 "s 1 3V 1 � 'f7,ANhF61, _ DUG/ w/ I" 114. 1.4146 , •.. V INS 06. 66c ( A A` Y $4 V YZ'rt610 CLA z .. r�'gs^° ;tea --�• V PRESS. 4AC,E TEMP, Ga►c;e (ACu -11 G CO I I ROOF s" BAL.ANC VALVE PRESS. CeA CiE G CHECK VALVE ----�� (TYPICAL) P- DRAT N VALVES (fl ICAL. ) CONC. PAD CONDENSER Pl1-c. H PO G 1Et" CI.J MAWE•UP BY PLUfr1 JG� COI.1T RACTOR. m PRESS. c c4E - SUCTION PI FFUSER (TYPICAL) -IF dl SCALE : IJONE 3" lAAT ER FLOW DIAGRAM • [- I' Chi pY HJA� cONT i FJLAW 01..1 VALVE (TYPICAL NOTE PROVICE HEAT TAPE 4 INSULATION O14 PIPING, OUTSIDE F3t.DC,. INSULATIOW . -NO HEAT TAPE REM :I ON OveRFt fr OR,p.IN. - ,Z" QvaR,Fi.Oi.J tr DRA1i'.J - GC�►.JG, SPL, •511 V -P ViP FLOOR. 3 WAY C.O4T'ROL VA►WE ---- DALANIGEi4C, VALVE FL.EK• GOk,NEG+TIOWJ (TYD►(oAL..) 11L FLOOR, FUEL STRAINER ebY IKISTALL UNDEfi C' MSION ` . 5o C1 %L . DAY TANIi. y L 1 FURNISHED ' sal* r - �- IN PLACE BY lu uun OWNER. --�- ` " DRAIN DOCK $44/ TAAI K ----- IJCSTES I. THIS CIA. RAM IS SCHEMATIC IN NATURE. 4 INTENpGD TO SHOW PIPE SItINCi % RELATIONSHIP OF EQUIPMEtvIT 4 C"ENERAL PIPE RouTING. 3.A1.L PiPiPJC, SHOWN SHALL SE PROVIDED UNDER DIVISION IS. MUFFLER BY 01.114e12. INSTALL UNDER Divisiok., is. 9t..EEVE EX HA.IJST BY ObJNER. WALL I)J STa LL UI.DER DIVMSIO i IS. PLEA C01.1t4. P OR. I /2° FL.E7c . UIE5aL GEUEAA - roR SET r=UI.IJISHED 4 SET ILl PLACE ` BY 04JNSP PIPE SLEEVES SIJING JOII.IT 5TAND- ELY CENERAMR .PIPING DI ANC F AM 5GALE NONE -- 811ILOINCa 1000 •Ai.. 3'TORAGe TAWS (sag CIIr1'•I6: sill" M 2.1) -- 2" SCREENED >d HOODED VSK1T CAP, EMCO WHEA'TOL) MODEL. # EWA SLOol "CO "`AI.IN, SWING JOINT .L0CIr itJC, PILL GAP, EMCO WHEAI'ON MoDel..' EWII. 571.00a 4" (SucilOm RETURt..1) FOOT VAI.va EMGO WMEA,TOi.I MO Ei * EWA 435 i I1 12 I In"IItN It11111 "i Ilil�lltt Ilnlila nnbnl�tl In, IIII�nII 1111�111I ili`�IlII itll�lnl !Rl�Ilntllil�llll i HARK PT 1 -1 PT 1 -2 PT 1 -3 PT 1 -4 PT 1 -5 FT 1-6 PT 1 -7 PT 1 -8 PT 1 - -9 PT 1 -10 PT 1 -11 IT 1 -1 IT 1 - IT 1 -3 PT 2 -1 PT 2 -2 PT 2 -3 PT 2 -4 PT 2 -5 PT 2 -6 PT 2 -7 PT 2 -8 PT 2 -9 PT 2 -10 PT 2 -11' PT 2 -12 PT 2 -13 PT 2 -14 PT 2 -15 PT 2 -16 IT 2 -1 IT 2 -2 IT 2 -3 IT 2 -4 MFG: MODEL Tempmaster: HVFB -C HVFB -F HVFB -E HVFB -C AV -400 HVFB -C HVF$ -E HVFB -E AV -400 HVFB-B HVFB -F AV -800 AV -600 AV -800 HVFB -8 HVFB -C HVFB -F HVFB -C HVFB -B HVFB -C I VFB-B HVFK-C HVFB-C HVFB -C HVFS -C HVFB -E HVFS -D HVFB -E HVFB -B HVFB -F AV -800 AV -800 AV -800 AV -600 Dg"?aiZaTeg ezt VAV TERMINAL SCHEDULE CFM R/0 DIA. COOL HEAT FAN H.P. . K.W. l 550 420 1/10 2.0 12" 1092 655 1/3 3.0 10" $85 530 1/4 2.5 7" 374 375 1/10 2.0 6" 450 -0- -0- -0- 7" 460 210 1 /10 1.0 10" 756 455 1/4 3,0 10" 878 630 1/4 3.5 6"► 400 -0- -0- -0- 6 " 386 160 1/10 0.75 12" 1565 940 1/3 40 8" 700 -0- -0- -0- 7 " 555 -0- -0- -0- 8" 715 -0- -0- -0- 408 200 1/10 0,75 460 420 1 /10 2,0 12" 1128 840 1/3 4.0 456 315 1/10 1.5 h" 668 530 1/4 2,5 560 -0-- - - 6" 303 300 1 /10 1.5 430 420 1/10 2.0 532 420 1/10 2.0 486 420 1/10 2.0 608 -0- -0- -0- 10" 930 455 1/4 3,0 612 500 1/6 2.5 10" 711 7.55 1/4 3.0 6" 375 210 1/10 1.0 10" 823 455 1/4 3.0 636 -0- -0- -0- 756 -0- -0- -0- 873 -0- -0- -0- 703 -0- -0- -0- 6" 7 7 " 7 7 " 7" 7"" 7 " 8" 8 n 8" 8" 7 ' IZE A 24" x 3 slot 8 48" x 2 slot C 48" x 3 clot D 48" x 4 slot E 48" x S slot F 24" x 1 slot C 24" x 2 slot H 24" x 3 slot I 48" x 1 slot 1 48 "x2slot K 12" x 12" L 10" x 4" K 24" x 6" N 36" it 18" O 24" x 12" R 24" x 24" S 24" x 24" 1' 48" s 2 slot U 48" x 3 slot V 48" x 4 slot II 48" x S slot X 48" x 2 slot Y 24" x 1 slot 14 x 8 "3 MI MODEL Kruegert 1900- 100C -EC TBSI -100 ECC-5 S80H EGC - S -TN '1900 -1000 -Ear T8R.100 VOLTAGE 277/1 277/1 277/1 277/1 -0- 277/1 277/1 277/1 -0- 277/1 277/1 -0- -0- -0- 277/1 277/1 277/1 277/1 277!: -0- 277/1 277/1 277/1 277/1 -0- 277/1 277/1 277/1 227/1 277/1 -0- -0- -0 - o- C.R.D. SCHEDULE DESCRIPTION Surface mtd. slot diffuser. Loy-in s of diffuser. Surface mtd. eggerate. Sidewall return. Lay -in eggerate. Surface mtd. return (les 1 Lay -in slot return. 19O0400C -EC Surface mtd. slot ret 1500411420 P1. std. bat grille. Category STATE OF WASHINGTON Principal Architect - Project Architect Job Captain Sequence MECHANICAL EQUIPMENT SCHEDULE MARK ITEM ACU -1 Air Cond- itioning Unit FCU -1 Fan Coil Unit HPU -1 Heat Pump Unit EDH -1 Electric Duct Heater 4H -1 Unit Heater WH-1 Wall Heater RP -1 Radiant Panel FH-1 Floor Heater EF -1 Exhaust Fan EF -2 Exhaust Fan EF -3 Exhaust Fan Penn: LB 24 SA -1 Sound Tempmaster: Acousti- Attenuator Cell CR11 - I & 2 Computer Room A/C Unit DC-1 & 2 Dry` Cooler L-1 Louver L-2 Louver MFG: MODEL Trane: SXHCC50 Cooling: Trane: BWV748P Trane: BWA048A Cooling: 'Heating: C,O. P.: Reddi -Heat: R Chromalox: HUH -03 -7 Chromalox: AWN - 4407 Aztec: ATH -66 -2 Chromalor: FDI -AC -1415 Penn: CB-18 Penn: Z10 -TDA Liebert: FE192G D.X. Cooling F.cono- Cooling: Liebert: D -260 Ruskin: ELF -375 Ruskin: ELF -375 REMARKS Shop fab. plenum can & collar, Integral plenum can & collar. Shop fab. plenum can & collar. Shop fab. light hood. Shop fob. plenum can & collar. Shop fab. light hood. blades). Shop fab plenum can. Integral plenum can. Shop fab. plenum can & collar. Size to match heater. DESCRIPTION Packaged rooftop VAV, DX cooling, 20,000 CFM @ 3,2" TSP, 30,0 HP, 1080 RPM, 460/3/60, 18,000 CFM relief fan 7.5 HP @ 0.25" S.P.; factory roof curb, inlet vanes, static pressure controller, Wilt- in disconnect switch & starters, firestats smoke detectors, Farr 30/30 filters. 617.0 MBH total, 431.9 MBH sensible @ 80 ° /67° E.A.T. & 85 ambient. Vertical discharge. 1600 CFM @ 0.67" E,S.P., H.P., 208/1. Packaged roof mounted, 460/3. 46.0 MBH total, 41,4 MBH sensible @ 80 ° /63° E.A.T. 29.1 MBH @ 70 °F E.A.T & 22 °F ambient, 2.10 Slip -in type, 5.0 KW, 460/3. Horizontal discharge, 3,0 KW, 277/1, 350 CFM, universal mounting bracket, wall t'stat, summer switch Surface mounted, 4.0 KW, 277/1, built -in t'stat, surface mounting frame IFWH-AC-S2 24" x 24" lay -in type, 375 W., 120 /1.' Verify face pattern to be provided, Recessed type less grille, 1500 W., 277/1, built -ip t'stat, conc. accessory kit, (Serr GRD schedule for grile spec.) Roof Mounted centrifugal, 1880 CFM @ .375" S.P., * H.P., 620 RPM, 120/1, 6.1 Bones. Centrifugal in -line, 250 CFM @ .25" S.P., 1/10 H.P,. 120/1, speed switch on wall. Roof mounted centrifugal, 3000 CFM @ ,375" S.P., 1/2 H.P., 545 RPM, 460/3, 6,6 apnea, Insert typo, 6' -0' long. Packaged, glycol cooled, downflow unit, 8400 CFM @ 50" S.P., 5.0 H.P., 460/3. 54,0 GPM @ 35.4' G.P.D. 166.3 MBH total, 159.1 MBH sensible @ 75 °F /4? : SF; E.A.T., 85 ° F EGT. 166.3 MBH total 164.0 MBH sensible @` 75 ° F /62.5 ° F E.A.T., 45 °F EGT. Packaged roof mounted glycol dry - cooler w /expansion tank 81 glycol • pump sized @ 54.0 GPM, 103.0' HD., 3.0 HP, 460/3. 10.8' GOD thru dry cooler. Wgt. -850t 72 "W x 60 "H extruded alum. w /std. box frame, bird screen & back draft dpr. 72 "W x 60 "H extruded alum. w /std. box frame & bird screen. L.,..0A RG6241., EDWARD S. SIDER & ASSOCIATES methn"k°i roomers 180 Nickerson. Suite 304 Secede, Washington 98109 (206) 285 OIS011 walker architects 1507 western Seattle, weshin ton 98001 206.624.6670 • hcs,,. is r)ooP pt.IsN11N1 V X315 t;7AHa FI0c70 Q,ANAt$ Woo° f'ROVrotfo UNPEzfb G,EriAgA16 ri■OhlQN f DUG'ItiiU1Y. _NOTE 4. All interior terminal low pressure and flex., shall be'g" dia. unless 711(00 ON 1. All low pressure discharge plenums from all perimeter terminals shall be a minimum of 10" deep x full width -'(net inside dimension";) x 5' -0" long" unless othert.'ise noted. 2. All low pressure discharge plenums from all interior terminals shall be a minimum of 8" deep x full width'(net inside dimensions) x 5' -0" long unless otherwise noted. 3. All perimeter terminal low pressure and flex., shall be 10" dia. unless supply run -outs, both rigid round otherwise noted. supply run -outs, both rigid round otherwise noted. 5. Refer to perimeter and interior terminal schedule for site of medium pressure inlet duct site. 6. All terminal discharge plenums shall have 1" tk. sound liner. . All medium pressure run - out fittings to trunk shell be 45 4 -90 ° tees unless otheraise Noted. 8. Ail lov pressure plenuu taps shall be spin -irn fittings with volume damper unless otherwise noted. A — INpie.A∎1 t & U.4• Wcfi - Or FI ZO CUkIvireao C%HAu4r UPS.. 2" v6N1 vo'» 22" M01og ono,. CM t { tttltssH.H•Ht *Hrm m Gh CONN. Fir Il,ADJA'101, Tia ,•t te,IGo" CYLINDRICAL. TANK - SEE DRAWING* FOR CAPACITY PURPOSE, PIPING AND LOCATi0N- ��I�f GA 9NAPtb N AN dlr "r MID 445' totr''ihiol of Acio• ANA 41i- M 3.2) DETAIL ' U1 1 D 5C4 4 0 U N l..J' £; i V' ZA ! 6 1 nnitrn ntrlttrt nnti r rtnittriiritrhntI1rrGtti 111111 111 :reel; U.nIIb Irlrl�,,, !! I I r (S1'•3 SA 6 (61480'0 s r LINO Of rAt'.IFs, NA MAW, r i IN e/AI.L. PAvIN4 ....rlxt ✓eq .c n.;a;SS a- -nr G•,h.a,;rk..' cowN v . Ye G. 'f0 4 1°' , vAwg 4 5wroHo oil 1 ; TO 04U-ill 2 1 � 1 :� �o�. Ort. 4,1-ore 1 er 'i 01.. 0tt. 1 N t rnee.M. Coe n'► 3 tbaLOW Atf, O hL►0014 �1 Q UMI4114 Il ICI Pul - hUr'tnnM. ANGNOt1, TO GONG 61.4sib t1YricMG). 6440146 44 *Ot PI P rf L! p t' '(w. I,IN 0, first floor flan Pat \y 2 row 1507 . western se , washington oatoi 206.624.5670 ONAL. REGISTERED ARCHITECT STATE OF WASHINGTON Principal Architect Project Architect Job Captain Drawn By Checked By Date .AgiV9EC Job No. Category Sequence r Y ic S'Li ¢•"° C DUCTWORK NOTES 111101111 All low pressure" discharge plenums from 611 perimeter terminals shall be a minimum of10" deep x full width - (net inside dimensions) x 5 -0" long unless otherwise noted. . All low pressure discharge plenums from all` interior terminals shall be a minimum of 8" "eep x full width (net inside dimensions) x 5' -0" long unless otherwise noted. 3. All perimeter terminal low pressure and flex., shall be 10" dia. unless supply "run -outs, both rigid round .otherwise noted. 4. All interior °terminal low pressure and flex., shall be 8" dia. unless 5. Refer td perimeter and interior terminal schedule for site of mediuo pressure inlet duet size. 6. All terminal discharge plenum4 shall have 1" tk. sound 'liner. 7. All medium pressure run -out fittings tt trunk shall be 45 tees unless otherwise ntited. 8. All low pressure plenum taps shall be spin - in fitting with volume dapper unless Otherwise noted. A -- NOW:NU U.I.. L1 supply run -outs, both rigid round otherwise noted. PT vw �����rit��pl + +Ti IIfIEIiTi nujtp! I {Iljilt ' 1titHl Sill {ICI! flithttt ttllilRlhRhii IPIl nthii' P -NUM O �Y -II Hi, ,.. 0 U �� t•i �I>tA1..N 1L'! ' r» ‘ i No Date By Revisicn REGISTERED ARCHITECT Principal Architect Project Architect • Job Captain Drawn By Checked By 'Date _C76 earzZ9 Job No. Sequence ,..,,.. _ rye,' • _'